View
236
Download
5
Category
Preview:
Citation preview
e-Tender Specification
B1 Tender (PERCENTAGE RATE)
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist-
Jalgaon
FOR
MAHATMA PHULE KRISHI VIDYAPEETH,
RAHURI-413 722, DIST-AHMEDNAGAR
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
I N D E X
SR. NO. C O N T E N T S PAGE NO.
1. Brief Tender Notice 2. Detailed Tender Notice 3
Post Qualification Criteria for the Contractor 4. General Description and Scope of Work 5. Printed B-1 Agreement Form 6. Tender for Works 7. Schedule ‘A’ 8. Conditions of Schedule ‘A’ 9. Price Variation Clause
A) Conditions and Additional General Specifications
10. B) Special Condition During Work till completion of Work C) Additional Special Conditions Bituminous works. Detail item wise Specifications.
11. Manner of Submission of Tender an accompaniments for Electrical work.
12. Summary 13. Schedule ‘B’ for Civil & Electrical Works 14. Drawing
1 to 2
3 to 5
5-40
40-44
45-68
68-72
73
74-78
79-85
86
Mahatma Phule Krishi Vidyapeeth, Rahuri
MAHATMA PHULE KRISHI VIDYAPEETH, RAHURI-413 722,
DIST-AHMEDNAGAR Office of the University Engineer
Phone (02426) 243 272, 243235 (Office), 243601 (fax), No. MPKV/WRK/TC/1119 /of 2017, Dated : 07 /07/2017
e-TENDER NOTICE No-5
The University Engineer invites online e- tenders in B-1 form from the reputed contractors in appropriate class registered in state PWD/Central PWD/Military Engineering services and Railway Department for the works of Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
Sr. No
Name of work Approximate Estimated cost.
(Rs.Lakh)
Earnest money Deposit
(Rs.)
Total SECURITY
DEPOSIT (5%) (50 % cash + 50 % through bills)
Completion period
Cost of blank
tender form (Rs.)
Class of Registration
1 Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
2095.72
20,95,724.00
1,04,78,620.00 24 Calendar
Months.
25,000/- Class 1-B
Time Table for e-Tendering
Sr. No Mahatma PhuleKrishi
Vidyapeeth Stage Contractor stage From Date & Time Date & Time up to Envelope /
Remark
1 To publish e-tender --- 10/07/2017 from 15.00 Hrs.
10/07/2017 up to 15.00 Hrs.
---
2. --- Downloading e-tenders
10/07/2017 from 15.01 Hrs.
04/08/2017 up to 17.15 Hrs.
Technical and commercial
envelope
3. --- Preparation of e-tenders
10/07/2017 from 15.01 Hrs.
07/08/2017 up to 17.15 Hrs.
As above
4. To close Technical and financial Bid.
--- 07/08/2017 from 17.16 Hrs.
09/08/2017 up to 17.15 Hrs.
As above
5. --- Submission of e-tenders
09/08/2017 from 17.16 Hrs.
12/08/2017 up to 22.00 Hrs.
As above
6. Opening of Technical Envelope
--- 14/08/2017 from 10.00 Hrs.
14/08/2017 up to 17.15 Hrs.
Technical envelope
7. Opening of commercial envelope
--- 16/08/2017 from 10.00 Hrs.
16/08/2017 up to 17.15 Hrs.
commercial envelope
8. Pre Bid meeting 21/07/2017 from 15:30 Hrs.
1.The interested contractors shall download e-tenders and to participate e-tendering procedure, by using website Portal https//maharashtra.etenders.in. / Sub portal :ADF / Location: Mahatma Phule Krishi Vidyapeeth, Rahuri.
2. The interested contractors shall have enrollment with above website and have digital signature certificate. In this regard if there is any quarries, they may contact telephone number of M/s. Sify Technologies Ltd. Nextender (India) Pvt. Ltd., Mumbai. On 020-25315555 / 25315556 (Pune), 3. The contractors will have to pay Rs. 1063.00 as a downloading charges of e-tenders for each work directly to the Sify Technologies Ltd. Nextender (India) Pvt. Ltd., Mumbai. 4. The interested contractors will have to submit all required documents i.e copy of valid registration, PAN No & TIN No. etc. with Earnest money Deposit, cost of blank tender form online. 5. The offer will be valid for 120 days from the date of opening of the tender 6. The other terms and condition are available in e-tender form available on above website. 7. The authority reserved the right to reject any all tenders So, received without assigning any reason and no explanation can be demanded for the rejection of the offer by the person / firm making tender. 8. The office is not responsible for postal delay if any. 9. Price escalation will be given. 10. Presence of the contractor or his representative is essential for tender opening otherwise there tender will not be considered. 11. As per G.R. C.A.T..2017 /¹ãÆ.‰ãŠ.8/ ƒ.½ãã.2 Dated :12/04/2017 the additional security deposit in form of D.D. in favor of Comptroller.
MPKV, Rahuri. for below rate should be given.
12. The date of opening of commercial envelop is tentative and subject to change as per date and time finalized by Hon’ble Vice Chancellor, MPKV, Rahuri. 13. Post Qualifying Criteria is applicable, Those contractors Qualified in the post qualification criteria there commercial envelop will be opened. Commercial envelop of those contractors which are not qualified for post qualifying criteria will be not open.
Sd/-
University Engineer
MPKV, Rahuri.
NOT TO BE PUBLISHED – Copy fwcs to : The Editor, The India Express, Loksatta, with a request to publish the above tender notice in your newspaper in one insertion in minimum space. The bill of the same may please be forwarded in TRIPLICATE in the name of the University Engineer, MPKV, Rahuri for payment. Copy fwcs for information to : 1) The Dean, F/A MPKV, Rahuri 2) The Director of Extension Education, MPKV, Rahuri 3) The Director of Research, MPKV, Rahuri 4) P.A. to Hon. Vice – Chancellor, MPKV, Rahuri 5) The Registrar, MPKV Rahuri. 6) The Comptroller, MPKV Rahuri. 7) Nodal officer, Agril. College, Muktainagar, Dist- Jalgaon 8) Associate Dean, A.C. Dhule 9) P.A.O./APAO MPKV Rahuri.
Copy for necessary action to: 1) Dy. University Engineer, MPKV, Rahuri. 2) Assistant Engineer, MPKV, Rahuri 3) Er. R.S. Thakur , Sectional Engg (Civil). A.C. Dhule. 3) Er. A.D. Badhe, Sectional Engineer (Ele.) , A.C. Dhule 4) Cashier/ Superintendent 5) Tender Clerk 6) Drawing Branch 7) Notice Board of Works Branch, MPKV, Rahuri.
:
Copy for necessary action to: 1) The I/C Officer ARIS, MPKV, Rahuri. He is requested to publish to above tender notice on MPKV website. 2) The Director of Communication, MPKV, Rahuri
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
DETAILED TENDER NOTICE TO CONTRACTORS
1.1 The University Engineer invites online e- tenders in B-1 form from the reputed civil
contractors for the following works of Construction of Buildings and infrastructure facilities for
Government Agriculture College at Muktainagar, Dist- Jalgaon
1. Name of work
: Construction of Buildings and infrastructure facilities
for Government Agriculture College at Muktainagar,
Dist- Jalgaon
:
2. Cost of each Tender Form : Rs. 25,000.00
3. Estimated Cost of Work : Rs
20,95,72,415.00
4. Earnest Money Deposit 1% : Rs. 20,95,724.00
5. Initial Security Deposit 2.50% : Rs. 52,39,310.00
6. and further security : Rs. 52,39,310.00
Deposit to be deducted from bills 2.5 %
7. Last date and time up to :
will be issued:
8. Pre-Bid Conference will be held on 21/07/2017 at 15:30 hours at Rahuri in the
office of the university Engineer.
9. Date and time of receipt 07/08/2017 time 17.15
10. Probable date and time 16/08/2017
of opening of commercial envelope tender.
11. Validity period : The Offer of the contractor shall remain valid For 120 days from the date of opening Envelope No.2
12. The tender notice shall form a part of the contract agreement. 13. The tenders are invited on the Departmental design only.
14. The tenderer is firm or company shall in their forwarding letter mention the
names of all the partners of the firm or the company (as the case may be ) and
the name of the partner who holds the power of attorney if any, authorizing him
to conduct transactions on behalf of the firm or company.
15. Right is reserved to revise or amend the contract documents full or part thereof
prior to the date notified or amended for the receipt of tender. Such deviations/
amendments if any shall be communicated in the form of corrigendum or by a
letter as may be considered suitable. 16. Right is reserved to reject any or all tenders without assigning any reason thereof.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 3 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
(2) EARNEST MONEY:
2.1 Earnest money of Rs.20,95,724/- along with the tender should be in the shape
of Online Payment mode, 2.2 Tender of those who do not deposit earnest money in one of the acceptable
forms shall be summarily rejected. 2.3 The amount of earnest money will be refunded to the unsuccessful tenderer on deciding
about the acceptance or otherwise of the tender or on expiry of the validity period
whichever is earlier. In case of the successful tenderer it will be refunded on his paying the
initial security deposit and completing the tender documents or will be transferred towards
a part of security deposit to be paid after awarding of the work. If successful tenderer does
not pay the security deposit in the prescribed time limit and complete the agreement bond,
his earnest money deposit will be forfeited to MPKV, Rahuri.
(3) TENDERING PROCEDURE:-
3.1 Issue of Bank tender forms :-
Blank tender forms available on website https://adf.maharashtra.etender.in 3.2 Pre Tender Conference : -
3.2.1 A pre -Bid Conference open to all prospective Tenderers will be held at Rahuri
on 21/07/2017 at 15:30 hours in the office of the University Engineer, MPKV,
Rahuri where in the prospective tenders will have an opportunity to obtain
clarifications regarding the work and the tender conditions. 3.2.2 The prospective tenderers are free to ask for any Additional information or
clarification either in writing or orally and the reply to the same will be given by
the University Engineer, M.P.K.V. in writing and this clarification referred to as
Common set of conditions shall form part of tender documents and which will
also be common and applicable to all tenders. 3.2.3 The tender submitted by tenderer shall be based on the clarification, Additional
facility issued {if University Engineer M.P.K.V, Rahuri any ) by the Department and
this tender shall be un conditional. Conditional tenders will be summarily rejected. 3.2.4 All tenders are cautioned that the tenders containing any deviation from the
contractual terms and conditions, specifications or other requirements and
conditional tenders will be rejected.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 4 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
3.3 Manner of submission of Tender and its accompaniments :-
Tender to be submitted in Online only.
Envelope No. 1 (Documents):- Technical Data. (post Qualification Criteria Documents.)
The first envelope clearly marked as Envelope No.1 shall contain the following documents
1. The University Engineer invites online post Qualification Documents for
prescribe work. Registered civil contractors in appropriate class registered
in state PWD/Central PWD/Military Engineering services and Railway
Department can apply for the above said work at Muktainagar. Time table
for e-Tendering post qualification procedure, by using website Portal
https//Maharashtra. e-tenders.in.
2. The interested contractors shall have enrollment with above website and
have digital signature certificate. In this regard if there is any quarries,
they may contact telephone number of M/s. Sify Technologies Ltd.
Nextender (India) Pvt. Ltd., Mumbai. On 02025315555 / 25315556 (Pune),
Mobile No. 8879656082.
3. The interested contractors will have to submit all required documents i.e
copy of valid registration, PAN No & TIN No. with Earnest money Deposit,
Three year balance sheet, Educational Building work experience certificate
etc. In the office of the University Engineer, MPKV, Rahuri. Before one day
of date for Technical opening the tender. Otherwise he shall not consider
for online post qualification procedure. Blank post-qualification forms are
directly downloaded from e-tender portal.
4. The other terms and condition are available in post-qualification
documents.
5. The authority reserved the right to reject any or all PQ Documents
received without assigning any reason and no explanation will be given
for rejection of the offer by the person / firm making post qualification
documents. 5
6. The office is not responsible for postal delay if any.
7. Presence of the contractor or his representative is essential for post-
qualification opening otherwise there documents will not be considered.
8. The date of opening of Post-qualification documents is tentative and
subject to change as per date and time finalized by Hon Vice Chancellor,
MPKV, Rahuri.
9. The Joint Venture is not allowed.
post Qualification Criteria for the Contractor
1) The Contractor should have registered with PWD as a class 1 -B
Contractor. In addition to above, the Contractors should have a long &
good standing in the business. The desirous Contractor must produce
the firm’s resume and also the list of large scale works carried out in
last five years.
2) The desirous contractor must have executed a single similar type of
work of any institutional building for any Government/Semi
Government organization costing not less than Rs. 60 % of tender cost
i.e. Rs. 12.57 Crores cost (Similar type of work done means its area
11,000 sq.m. with execution of civil and electrical work)
3) The contractor should achieve an maximum annual turnover of more
than Rs.7.85 Crores for last Three Years. The contractors who can fulfill
this condition can only apply. They must produce the documentary
evidence to prove their ability in this regard with IT Clearance
certificate.
6
The desirous contractors must be well equipped with the required machinery
like JCB, Dumpers, adequate Centering & shuttering material with marine
plywood & steel plates , Concrete weigh batch mixers, Vibrators, Vacuum pads
for Tremix treatment and also with all the modern tools & plants required. The
Contractor must provide the list of Tools, Machinery, Plants which is going to be
engaged for construction at site till the Completion of the said activities.
T
The desirous contractor must have skilled Labours, experienced and well qualified supervisory staff and other administrative staff. The contractor must give the list of their key-personal and the name of the staff and their qualification with bio-data who will be engage permanently at the site till the completion of the work with PTR/PTR Certificate and its recent challen.
4) Bid Capacity of contractor should be more than project cost.
5) Should not have incurred any loss in more than three years during the last five
years ending 31st March 2017.
6) Solvency certificate of amount equivalent to 50% of the estimated cost should be
issued by nationalized bank/ scheduled bank and shall be valid for period of One
year. Solvency Certificate issued should not be earlier than 03 (Three) months
prior to date of bid submission.
7) Net cash accruals from operations for each of the last Three financial year shall be
at least Seven Crores INR positive as certified by Chartered Accountant.
8) No corporate debt restructuring in process and /or no unresolved debt
restructuring issues with the Banks/ Institutions as of 1 month before the
application due date. A Chartered Accountant Certificate in this regard shall be
furnished with the Application.
9) In possession of “No default certificate” from bankers in respect of Loans availed.
Bidder shall have at least 10 years’ experience in Institutional work.
Age of organization shall not be less than 10 Years.
10) Scan copy of a valid VAT registration certificate and latest VAT clearance
certificate for FY 2016-17 from Maharashtra State Sale Tax Department
11) Scan copy of Valid Professional Tax Registration certificate in form PT/R/ & PT/E
under section (I) & (II) of section 5 of Maharashtra State Tax on Profession, Trade,
Callings and employment Act,1975, rule 3(2) & 4 (4) from the Professional Tax
Officer of the concerned District in Maharashtra. The Professional tax clearance
certificate for FY 2016-17 and List of Employees duly attested by the Professional
tax officer shall be enclosed.
12) Certificate of Registration for Sales tax/VAT and acknowledgement of up to date
filed return if required.
13) Certificate of Registration for Service Tax and acknowledgement of up to date
filled Return
14) Limit of minimum reserve/Assets (Immovable And Movable)
(Affidavit to this effect shall be furnished along with valuation report from Govt.
approved valuer) Rs. 80.00 lakhs – 80% of minimum reserve shall be in the form
of immovable property.
Satisfactorily executed in any one year, out of last 3 years preceding 31st March 2017
the following minimum quantities of work:
Sr. No
Item Quantity Unit
1 Reinforcement steel 600.00 Metric Tone 2 Brick Works 3000.00 Cubic Meter 3 Flooring/Dado 19000.00 Square Meter 4 Reinforced cement concrete works 3800.00 Cubic Meter 5 Plaster 42000.00 Square Meter 6 Painting 42000.00 Square Meter 7 Excavation 13000.00 Cubic Meter 8 Waterproofing 3800.00 Square Meter 9 Doors and Windows 2100.00 Square Meter
10 Tar road works Rs.120 lakhs 15) Plant & Machinery:
i) Fully Automatic Microprocessor based programmable logical control (PLC) with
SCADA Enabled Concrete Batch Mix Plant of minimum 30 cum/hr capacity ii) Concrete Pumps with piping iii) Mobile Tower Crane 50 M cap iv) Transit Mixer- 03 Nos v) Sand Screening cum Washing Unit electrically or diesel operated 4/6 Cubic Metre
per hour capacity. vi) Fully Automatic Compression Testing Machine (CTM) for the testing cement mortar,
concrete at the site, linked with "SCADA" etc. 2000 Kn cap vii) Excavator with Hyd. Breaker viii) Vibratory Compactor/Walk Behind roller- 2 Nos ix) Core Cutting Machine x) Electrical generator 250 KVA – 1No xi) Water tanker 10,000 liter capacity – 2 Nos. xii) Tipper / Trucks – 4 Nos xiii) Concrete conveying trolley – 3 Nos xiv) Bar bending / cutting machine – 3 Nos xv) Site inspection vehicle (Jeep/ car) – 2 Nos.
As per PWD Norm - Additional security Deposit for Plant & Machinery established or installed at site within 15 Days of issue of work order
8
TECHNICAL PERSONS REQUIRED AS BELOW
1) Project Manager : 1 No. B.E. Civil or graduate in Civil
Engineering with 15 Yr experience
2) Sr. Engineer : 2 Nos. B.E. Civil or graduate in Civil
Engineering with 10 Yr experience
3) Quality Engineer : 1 No B.E. Civil or graduate in Civil
Engineering
with 7 Yr. experience
4) Site Engineer : 2 No Diploma Civil Engineering
with 7 Yr. experience
5) Supervisor : 2 No. ITI Civil Draftsman or same
6) Clerk : 1 No. Graduate
F) The contractors who fulfill the above conditions, must produce their valid
PAN CARD, Statement of latest Income Tax returns, Balance sheet for last
three years, Maharashtra Value added Tax number, ESIC registration
certificate, PPF certificates, etc.
G) In addition to above the contractor must give the list of the works in hand
& their probable dates for completion.
H) The contractor may produce any other IMPORTANT documents,
certificates, excellence awards for outstanding works executed in near
past. 9
J) Affidavit on 100/- Bond paper regarding to correctness and true of
document
K) Financial Provision For this project details
L) Division wise Payment Received in last 3 financial year statement
M) Statement Showing Bid Capacity of the Contractor
N) Pan Card, CA Certified Last three Year IT Return, VAT, SALE TAX
Certificates
9
16) Give details regarding Work Methodology, Quality Maintains, Testing & safety
measures & give detail work program with milestone in MS PROJECT Bar Chart & CPM
Chart
The contractor should submit the required information as per attached formats.
10
FORM No 1
List of Works tendered for and in hand as on the date of submission of this
tender
No. Name
of
Work
Place or
Country
Works in Hand Works tendered for
Tendered
Cost &
date of
work
order
Cost of
remaining
work
Anticipated
date of
Completion
Tendered
cost
Date
when
decision
is
expected
Stipulated
date of
period of
completion
Remarks
1 2 3 4 5 6 7 8 9 10
FORM No. II
List of plant and machinery immediately available with the Tender for the work.
Sr. Name of
Machinery
No of
Unit
Kind &
Make
Capacity Age &
Condition
Present
Location
Remark
1 2 3 4 5 6 7 8
FORM NO. III
Details of work of similar type and magnitude of the work carried by the
contractor.
Sr. No
Name of
Work
Cost of
work
Date of
starting
Stipulated
date of
completion
Actual date
of
completion
Remark
1 2 3 4 5 6 7
FORM NO. IV
Details of Technical Personnel available with Contractor
Name of the tenderer- ------------------------------
15
Sr. No.
Name of
Work
Qualification Whether
working in
field or in
office
Experience of
execution of
similar works
Period for
which the
person is
working with
the tenderer
Remarks
1 2 3 4 5 6 7
FINANCIAL STATEMENT
1. Capital
A) Authorized :
B) Issued and paid up :
2. A) Date of Incorporation of the firm :
B) Duration of existence of the firm :
3. Furnish Balance sheet and profit and Loss
statement with Auditor's report
For the last years, it should interlaid with
The following information.
1) Your working Capital :
2) Your turnover on Civil Engineering Works :
Amount of
Amount of turnover brought to
Year as
current Financial level (by
Turnover Multiplying
stated in multiplying amounts in Col. 2 by
Annexure-A during the year Factor factors given in Col. 3
(Rs. in Lakhs) (Rs. In Lakhs)
2014-15 1.2
2015-16 1.1
2016-17 1.0
16
III) YEARS GROSS INCOME (Rs. in Lakhs)
Sr.No. Year Gross Income
(Rs. In Lakhs)
1 Vth year
2 IVth year
3 IIIrd.year
4 IInd year
5 Ist year
4. Total liabilities
A) Current Ratio
1) Current Asset
2) Current liabilities
B) Total liabilities to net worth
5. Debt equity ratio (Defined as Debt / Equity)
6. What is the maximum value of the Project that you can handle?
7. Have your ever denied tendering Facilities by the Govt. Department,
Public sector undertaking (Give details)
8. What are your sources of finance? (Please give complete details, Bank
reference also)
9. Certificate of financial soundness from bankers of applicants.
10. Furnish the following information for last Five years (duly certified
by the Respective Banks)
A) Bank guarantee limit enjoyed by the Firm during each of the last five
year with
Bank wise breakup. 17
B) Portion of Bank guarantee already utilized as on date of application.
11. Overdraft limit enjoyed during each of The last five years with Bank
wise Breakup.
12. Name & Address of bankers from whom Reference can be obtained
13. Have you ever been declare bankrupt? If yes give details Certified
that above information true & correct to the best of my knowledge &
belief.
Date:
18
RESOURCES : PERSSONAL
1. Details of Board of Director:
A) Name of Directors:
B) Organization:
C) Address:
2. Details of Technical Key Persons Available with Company with documentary
evidence (PTE & PF recent Challan) as well as their designation and roll with
resume.
Certified that above information true & correct to the best of my knowledge & belief.
EQUIPMENT DETAILS
Details of plants and equipment by the applicant which shall be used for construction of work
Separate information for each type of equipment, supply colored photograph of the each machine which is costing more than Rs. 10 lakhs)
Certified that the above information is true & correct to the best of my knowledge & belief.
Signature of contractor
19
MACHINARY ESSENTAIL FOR THE WORK
Details of Additional Plants and Equipment’s which shall be Procured by the Applicant for this work in the Following Proforma.
Names of Output in
Type of Number of works on tonees of
Works in
which Location mix per
Machinery Unit hand.
deployed at
day or per
present hour
1 2 3 4 5 6
Certified that the above information is true & correct to the best of my knowledge & belief.
Signature of Contractor
20
STRUCTURE AND ORGANISATION
1) Name of Applicant:-
2) Nationality of Applicant:-
3) A) Registered office Address:-
Telegraphic Address
Telephone Address
Telex Number
Fax Number
B) Office address for Correspondence
4) A) Year established when where & legal name as formed individual/firm
B) Class of registration with Govt. Maharashtra
5) Whether the applicant
a) An Individual
b) A proprietary firm
c) A limited company or corporation
d) A member of group of companies (if yes give name, address,
connection and description of other companies)
e) A subsidiary of large organization (if yes give name address of the
organization) if the company is subsidiary what involvement if any will
be parent company have in the project
6) Attached the organization chart showing The structure of
the organization including the position Of the directors
7) What best describe you
a) Engineers and Contractors 21
b) Consulting Engineers and contractors
c) If other please specify
8) Number of years of experience
a) As a prime contractor
1) In own country
2) Internationally
9) How many years has your organization Been in business under your
present name? And What were your fields when your established
your Organization?
10) Where you required to suspend construction for A period of more
than six month continuously after You started? If so the reason there of
11) Have you ever failed to complete any work Awarded to you (if
so which where & why)?
12) In how many projects you asked for arbitration After rectification
(if so when where & why)
13) In how many projects you were imposed Penalties for delay?
14) Have any key personnel of partner of your Organization every failed
to complete the Constructions contract & laid in his own name
15) Have any key personnel of partner of your Organization every failed
to complete the Constructions contract & laid in his own name
16) In what fields do you claim specialization & are interested to work?
17) Give details of your experience in modern Concrete technology &
work for manufacture
18) & quality control.
19) Give details of your material testing laboratory & mobile
Laboratories 22
Certified that the above information is true & correct to the best of my knowledge & belief.
Signature of contractor
23
ADDITIONAL: INFORAMATION
1. Any further information
Which the Applicant considers relevant In regard to his capabilities
2 Please give brief note indicate
How the applicant considers himself
Eligible for prequalification for the work
Certified that the above information is true & correct to the best of my knowledge & belief.
Signature of contractor
24
Statement Showing Important Items Completed by the Contractor in any One Year of last three years.
Please Note down the Year :______________________
Total
Descriptio Minimu
Quantit
Sr. n of Wor Wor Wor Wor Wor & y of
m Remark
No important K k k k k Soo Each
quantity s
. items required No.1 No.2 No.3 No.4 No.5 n item at
completed Sr.No.1
to 7
1 2 3 4 5 6 7 8 9 10 11
Certified that the above information is true & correct to the best of my knowledge & belief.
Signature of contractor
25
Statement showing work done in all classes of Civil Engineering Construction works during last three year
Name of Tenderer
:_________________________________________________
Amount of work done
Amount
Of
during each of last
work still
Date of
three
remainin
Nam Name Cost
Award years (Rs. in lakhs)
Sr.
G
e of of Put to Agreeme of
Remar
No
to be
Work Divisio Tende nt no. Contrac k
. s n r
t if
executed
2014- 2015 2016 2017-
award
-15 -16 -17 2018
(Rs. In
lakhs)
1 2 3 4 5 6 7 8 9 10 11
Certified that the above information is true & correct to the best of my knowledge & belief.
Signature of contractor
26
(On letter head of bank)
SAMPLE FORMAT FOR EVIDENCE OF ACCESS TO OR AVAILABILITY OF CREDIT
FACILITIES
This is to certify that M/s……………………………………………. is a reputed
company with a good financial standing.
If the contract for the work, namely …………………………… is awarded to the
above firm, we shall be able to provide overdraft/credit facilities to the extent
of Rs……………….. to meet their working capital requirements for the above
contract.
Sd/-
Name of Bank
Senior Bank Manager
Address of the bank
27
Time Limit
Time is essence of the project. The work must be completed in 24
calendar months in all respect from the date of issue of work order.
The Rights of the Employer.
The Employer and the Architect Reserve the right to issue the Tenders to
selected contractors or reject any or all the Post-qualifications without
assigning any reason there off.
Submission of Post-qualification Form :-
All documents as mention is pack in Envelop sealed Data are submitted by
online only. The tenderer should ensure that their Post qualification is received
by only on website of M.P.K.V., Rahuri before the expiry of the date and time.
No delays on account of any cause will be entertained for the late receipt after
the date and time is over will either not be accepted or if advertently accepted,
will not be opened. This office will not responsible for online delay.
Physically Submission :- All documents with Attestation must reach to the
office of The University Engineer, MPKV Rahuri, Dist Ahamadnagar on or
before 05/ 06/2017 up to 17:00 hrs. The documents reaching after this time
will not be accepted.
Opening of Post-qualification Documents :
On the date specified in the Post qualification documents following procedure
will be adopted for opening. Envelope of the Postqualification will be opened to
verify its contents as per requirements. If the various documents contained in
this envelope do not meet the requirements of the Departments a note will be
recorded accordingly by the opening authority.
28
Acceptance of Contractor
The acceptance of Post-qualification may be communicated to the contractor
telegraphically or by mail or otherwise either by the tender opening Authority or
any Authority in the Department including M.P.K.V.
The dates of issue and Submission of the guide lines.
The guide line to submission of Post-qualification of contractors will be issued
from Applications Forms are available at the www.maharashtra.etender.co.in
29
SUMMARY QUESTIONERY
General Information
Notes for completion:
Please answer every question. Failure to do so may result in your application
being disqualified. If the question does not apply to you please write N/A; if
you don’t know the answer please write N/K.
30
A) Company Profile
1 Name of Company : Establishment year :
2 Address of Head Office : Regional Office :
Telephone No: Telephone No:
E-mail address: E-mail address:
3 Parent company details, if any :
4 Tie up with Indian / Foreign partner?
5 Give details of the legal status of the company e.g. Partnership, Limited
Company etc.
6 Please provide a brief description of your business and indicate what
services are provided
7 Under Any appropriate Indian / European Construction Industry Schemes,
please list those that relate to Tax Certificates & / or Registration or state:
Copy Enclosed? If none, please give reason why:
8 Please provide evidence of insurance for,
Employers Liability Insurance :
Public Liability (Third Party) Insurance
:
Professional Indemnity Insurance :
9 PF/ESI Details:
10
11 Financial Performance -
If annual reports are unavailable then please provide the following
information :
Turnover :
Profit before tax :
Current Liabilities :
12 State the approximate number of contracts completed within the past three
years in each range:
a) Under Rs.50,000,000
b) Rs.50,000,000 to Rs.200,000,000
c) Rs.200,000,000 to Rs.500,000,000
d) Above Rs.500,000,000
13 Provide a copy of your Organisation Chart –
Copy Enclosed?
14 State the approximate number of employees on a regular basis :
Managerial –
Technical –
Safety –
Quality –
QS –
Admin –
HR -
15 What type of work, if any, do you sub-contract?
16 Do you have in-house design capabilities?
If yes, for which functions (please describe):
17 Please list any professional bodies the company or the staff are members of
or registered with & provide details of numbers of personnel registered as
Professional
18 How do you manage training such that your employees are competent and
have the skills and knowledge for their work?
Is your organisation accredited to any People development institutions? Yes
or No?
19 Details of Three major Projects in Hand:
1.
20 Details of Three major Projects completed:
21 In-house Infrastructure/Equipment/Machinery details:
22 A brief enlistment of Architects with whom your organization has worked:
23 A brief enlistment of Project Management Consultants with whom your
organization has worked:
24 List any arbitration cases/ legal disputes on Current/ previous projects -
Mention name of project, reason for dispute, party filing the suit and
current status):
B) SAFETY HEALTH & ENVIRONMENT (SHE/HSE/EOHS)
25 Provide a copy of your company Health and Safety policy under which you
manage safety at work.
Date of last revision:
26 Please provide details of your company’s health and safety management
Procedures
Details enclosed?
27 State the name of the person in your company who has responsibility for the
management of health and safety:
Name: Tel :
Title:
Give details of the (Health & Safety) experience and qualifications of this
person:
28 Please include details of health and safety training given to all staff
(including managers, supervisors and, if appropriate, designers) in the last
Year
Details enclosed?
29 Provide an example of a recent Risk Assessment and Method Statement
Information enclosed?
30 Please provide the total number of accidents (including non-reportable)
sustained by your employees and the total man-hours worked:-
Last year This year to date
Accidents
Man-hours
31 Please provide details of your accident/incident investigation procedures
Information enclosed?
32 Give details of any accidents/incidents reported by, or on behalf of, your
company to the Indian Health & Safety Executives during the last three
years.
Details enclosed?
33 Give details of any formal notices issued or legal proceedings taken against
your company by the HSE in the past three years?
Details enclosed?
34 Please provide details of how you assess the Health and Safety record and
competence of companies with whom you place contracts.
Details enclosed?
34
C) QUALITY
35 Do you have a Quality Policy:
Copy enclosed?
36 Do you have a Quality Management System (QMS):
If no, do you have plans to do so?
Who reviews the QMS and what is the frequency:
37 Are you certified to ISO 9001 or other quality assured accredited schemes:
Copy of certificate enclosed?
38 If not ISO certified
Do you plan, carry out & document internal quality audits/ inspections:
39 Do you have customer-related processes including communication that
include:
Contract Review:
Notification/agreement of changes that impact on the customer (e.g.
changes in organization, contract / order requirements, use of or change in
subcontractor):
Customer feedback including complaints:
40 If not ISO certified
Do you have a procedure for correcting / preventing identified non-
compliances (audits, customer complaints etc) :
41 Do you have a procedure to select, assess and review suppliers capability to
meet your requirements :
Do you have an Approved Supplier List:
D) REFERENCES
42 Experience of Post Tension Concrete Construction- Yes/ No
Name the projects and its value in last 3 years.
Experience of working in and around Hilly/Tribal Area?
Name the projects and its value in last 5 years
43 Provide persons/organisations willing to provide a reference:
44 We hereby apply for inclusion on the register of Approved Contractors
Signed_________________________ Name :
Title Date:
a) Demand draft of earnest money deposit in the name of the comptroller, M.P.K.V.
Rahuri Certificate as a registered contractor with the Government of Maharashtra
as may be applicable. Earnest money exemption certificate is not accepted. b)
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
Envelope No.1 :
First of all, Envelope No.1 of the tender will be opened to verify its contents as
per requirements. If the various documents contained in this envelope do not
meet the requirements of the Departments a note will be recorded accordingly
by the tender opening authority and the said tenderer's Envelope No.2 will not
be considered for further action but the same will be recorded.
Envelope No.2 :-
This envelope shall be opened after opening of Envelope No.1, only if contents of
Envelope No.1 are found to be acceptable to the Departments, the tendered rates in
Schedule-B, of percentage above / below the Estimated rates shall then be read out.
Additional Security Deposit (D.D.) for below rate criteria should be attached in envelop
no 2.
3.6 Acceptance of tender
3.6.1 The acceptance of tender may be communicated to the contractor
telegraphically or otherwise either by the tender opening Authority or any
Authority in the Department including M.P.K.V. 3.6.2 The successful tenderer will be required to produce to the satisfaction of the
specified concerned authority, a valid and concurrent license issued in his
favour under provisions of the contract labour. (Regulations and Abolition ) Act
1970 before starting the work. On failure to do so, the acceptance of the tender
is liable to be withdrawn and earnest money forfeited. 3.6.3 The tenderer whose tender is accepted will have to give an undertaking in writing to the
effect the he /they will pay the labours engaged on the work, the wages as per Minimum
wages Act 1948 applied to the zone in which the work lies and act accordingly. 3.6.4 The contractor shall comply with the provision of the Payment of Wages Act 1936,
Minimum Wages Act 1948, Employees Liability Act 1938. Workmen's Compensation Act
1961, The Contract Labour (Regulation and Abolition) Act 1979 and any modification
thereof or any law relating thereto, and rules made there under from time to time.
3.6.5 The contractor whose tender is accepted is required to note that no foreign
exchange will be released by the Department. 3.6.6 The Contractor will have to sign the original copy of the tender papers and the
drawings according to which the work is to be carried out. The contractor shall
also have to give a declaration to the effect that he has fully studied the ,
plants, specification ; local conditions and availability of labour and materials
and that he has quoted his rates with the consideration to these factors.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri 37 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
3.7 Security Deposit :
3.7.1 The successful tender shall have to pay 50% security deposit in cash or in DD
in favour of Comptroller, M.P.K.V. Rahuri and complete the contract documents
failing which his earnest money will be forfeited to MPKV, Rahuri. The balance
50% security deposit will be recovered from the R.A. Bills . 3.7.2 All compensation or other sums payable by the contractor under the terms of this
contract or any other contract or on any account may be deducted from his Security
Deposit or from any sums which may be due to him or may become due to him by
government on any account and in the event of the Security being reduced by reason
of any such above noted deduction the contractor shall within ten days of receipt of
notice of demand from the Engineer in charge make good the deficit. 3.7.3 There shall be no liability on the Department to pay any interest on the
Security Deposit by or recover from the contractor. 3.7.4 The Security Deposit shall be refunded after completion of defect liability period
prescribed for this contract in accordance with the provisions in Clause - 1 & 20
of the contract
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri 38 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
DECLARATION OF THE CONTRACTORS
____________________ | /We hereby declare that I /We have made myself/ ourselves
thoroughly conversant with the Sub- soil conditions, the local conditions regarding all materials
( such as stone, murum sand etc.) and labour on which I/We have based my / our rates for this
work. The Specifications, conditions bore results and lead of materials on this work have been
carefully studied and understood by me / us before submitting this tender. I / We undertake to
use only the best materials approved by the University Engineer M.P.K.V. Rahuri or his duly
authorized assistant, before starting the work and to abide by his decision.
Sign. Of Contractor.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 39-
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
GENERAL DESCRIPTION AND SCOPE OF WORK.
1. Name of work : Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
2. Place of Work : Muktainagar
3. Nearest Railway Station : jalgaon
4. Nearest Bus Station : Mukatinagar
5. Nearest Airport Station : Aurangabad
6. Details of Work : The all building work to be constructed is RCC framed structure
The Total built up area is mentioned in drawings & the quantity of various items to be constructed is as per schedule B & E. See Drawings
Signature of Contractor No. of Corrections University Engineer
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
FORM B -1 PERCENTAGE RATE TENDER AND CONTRACT FOR WORKS
MAHATMA PHULE KRUSHI VIDYAPEETH, RAHURI - 413722, DIST. - A'NAGAR .
General Rules and Directions for the Guidance of contractors.
1. All works proposed to be executed by contract shall be notified in a form of invitation to
tender pasted on a board hung up in the office of the University Engineer.
This form will state the work to be carried out as well as the date for submitting and opening
tenders, & the time allowed for carrying out the work, also the amount of earnest money to
be deposited with the tender and the amount of security deposit to be deposited by the
successful tenderer, and percentage, if any, to be deducted from bills. It will also state
whether a refund of a quarry fees, royalties, dues and ground rents will be granted. Copies
of the specifications, designs and drawings, estimated rates, scheduled rates and any other
documents required in connection with the work shall be signed by the University Engineer
for the purpose of identification and shall also be open for inspection by contractors at the
office of the University Engineer during office hours.
Where the works are proposed to be executed according to the specifications
recommended by a contractor and approved by a competent authority on behalf of
the Governor of Maharashtra such specifications with designs and drawings shall
form part of the accepted tender. 2. In the event of the tender being submitted by a firm, it must be signed by each
partner thereof, and in the event of the absence of any partner, it shall be signed on
his behalf by a person holding a power of attorney authorizing him to do so.
2 (A)
i) The contractor shall pay along with the tender the sum of Rs 20,95,725.00 (Rupees
Twenty lack Ninety five thousand seven hundred twenty five only… ) as and by way
of earnest money through online payment. The said amount of earnest money shall
not carry any interest what so ever. * Strike out which is not required. ii) In the event of his tender being accepted, subject to the provisions of sub clause (iii)
below, the said amount of earnest money shall be appropriated towards the amount of
security deposit payable by him under conditions of General Conditions of Contract. iii) If, after submitting the tender, the contractor withdraws his offer, modified the same or if after
the acceptance of his tender the contractor fails or neglects the furnish the balance of security
deposit without prejudice to any other rights and powers of the M.P.K.V. hereunder, or in law,
M.P.K.V. shall be entitled the forfeit the full amount of earnest money deposited
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 41 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
by him.
iv) In the event of his tender not being accepted, the amount of earnest money
deposited by the contractor, shall unless It is prior thereto forfeited under provisions
of sub-clause (iii) above, be refunded to him on his passing receipt therefore.
3. Receipts for payments made on account of any work, when executed by a firm should
also be signed by all the partners except where the contractors are describe in their tender
as a firm, in which case the receipt shall be signed in the name of the firm by one of the
partners, or any some other person having authority to give effectual receipt for the firm. 4. Any person who submit a tender shall fill the usual printed form stating at what percentage
above or below the rates specified in the Schedule 'B' ( memorandum showing items of work to be
carried out) he is willing to undertake the work. Only the rate or such percentage of al! Estimated
rated / Schedule rates shall be named. Tenders which' propose any alteration in the works specified
in the sad form of invitation to tender, or in the time allowed for carrying out the work, or which
contain any other conditions of any sort will be liable to rejection. No printed forms of tender shall
include a tender for more than one work but if contractors who wish to tender two or more works,
they shall submit a separate tender for each. Tender shall have the name and number of the work to
which they refer, written outside the envelope.
5. University Engineer or his duly authorized Assistant shall open tenders in the presence
of contractors who have submitted tenders or their representatives who may be present at the
time, and he will enter the amounts of several tenders in a comparative statement in a suitable
form. In the event of a tender being accepted, the contractor shall for the purpose of
identification, sign copies of the specification and other documents mentioned in Rule 1. In the
event of the tender being rejected, the competent officer shall authorize the Account Officer
concerned to refund the amount of the earnest money deposited to the contractor making the
tender, on his giving a receipt for the return of the money. 6. The officer competent to dispose of the tenders shall have the right of rejecting
all or any of the tenders. 7. No receipt for any payment alleged to have been made by a contractor in
regard to any matter relating to this tender or the contract shall be valid and binding on
M.P.K.V. unless it is signed by the University Engineer. 8. The memorandum of the work to be tendered for and the Schedule of
materials to be supplied by the M.P.K.V. and their rates shall be filled in and completed
by the office of the University Engineer before the tender form is issued. If a form
issued to an intending tenderer has not been so filled in and completed he shall
request the said officer to have this done before he completes and delivers his tender.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 42 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
9. All work shall be measured net by standard measure and according to the rules
and customs of the M.P.K.V. and their rates shall be without reference to any local custom. 10. Under no circumstances shall any contractor be entitled to claim enhanced
rates for items in this contract. 11. Every unregistered contractor shall, { unless exempted in writing by the
Superintending Engineer concerned ) produce along with his tender a solvency
certificate to the extent of the tendered cost of work from the Collector of the District or
Tahasildar of Taluka within which he resides or a banker's certificate of his financial
stability. If he fails to produce such a certificate his tender will not be considered.
OR
Every registered contractor should produce along with his tender certificate of registration as
approved contractor in the appropriate class and renewal of such registration with date of expiry.
12. All corrections and additions or pasted slips should be initialed. 13. The measurement of work will be taken .according to the usual methods in use in
the M.P.K.V. and no proposals to adopt alternative method will be accepted. The University
Engineer's decision as to what is the usual method in use in the M.P.K.V. will be final. 14. The tendering contractor shall furnish a declaration along with the tender showing all works for
which he has already entered into contract and the value of the work that remains
to be executed in each case on the date of submitting the tender. 15. Every tenderer shall furnish along with the tender, information regarding the Income Tax. Circle
or Ward of the District in which he is assessed to Income- Tax, the reference to the number of
the assessed and the assessment year, and a valid Income Tax clearance certificate.
16. In view of the difficult position regarding the availability of foreign exchange no foreign
exchange would be released by the Department for purchase of plant and machinery
required for the execution of the work contracted for ( GCB / PWD / CFM / 1058
- 62517 dated 26.9.1959)
17. The contractor will have to construct shade for storing controlled and valuable materials
issued to him under Schedule 'A' of the agreement at the work site, having double
locking arrangement materials will be taken for use in the presence of the
departmental persons. No materials will be allowed to be removed from the site of works.
18. The contractors shall also give list of machinery in their possession and which
they propose to use on the work.
19. Every unregistered contractor should furnish along with tender statement
showing previous experience and staff employed by him.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 43 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
20. Successful tenderer will have to produce to the satisfaction of the accepting authority a
valid and current license issued in his favor under the provision of Contract labour
(Regulation and Abolition Act 1973 before starting work, failing which acceptance of the
tender will be liable for withdrawal and earnest money will be forfeited to MPKV.
21. The contractor shall comply with the provision of the Apprentices Act 1962 and the
rules and orders issued there under from time to time. If he fails to do so, his failure
will be a breach of the contract and the University Engineer, may in his discretion
cancel the contract. The contractor shall also be liable for any pecuniary liability
arising on account of any violation by him of the provision of the Act.
22. The successful contractor shall produce a construction program/ bar chart within
month from the date of work order.
23. The successful contractors should establish a field lab within one month from
date of work order, failing which a compensation of Rs 10,000.00 per day till
establishment of the laboratory will be levied.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 44 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
TENDERS FOR WORKS 1. I / We hereby tender for the execution for the Government of Maharashtra and hereinafter
referred to as " M.P.K.V.") of the work specified in the underwritten memorandum within the
time specified in such memorandum at * ———————————————— (
) percent below / above the estimate rates entered in schedule ' B'
(memorandum showing items of work to be carried out) and in accordance in all
respects with the specifications, designs, drawings and instructions, in writing referred
to in Rule - 1 hereof and in Clause-12 of the annexed conditions of the contract and
agree that when material for the work are provided by the M.P.K.V. such materials and
the rate to be paid for them shall be as provided in Schedule 'A' hereto.
MEMORANDUM (a) Genera! Description (a) In several sub works are
Construction of buildings and Infrastruture facilities for Gov.Agril collge at Muktainagar,Dist-Jalgaon.
included they should be detailed in a separate list.
(b) Estimated Cost 20,95,72,415/- (b) The amount of earnest money to be deposited shall be in accordance with the provision of para 204 & 205 of the MPW Manual.
(c) Earnest Money Deposit 1.0 % 20,95,724/- The deposit shall be in accordance with para 211 & 212 of the MPW Manual (d) Security Deposit 52,39,310/- (d) The percentage where the i) Cash ( not less than the amount security deposit is taken will vary of earnest money) 2.5% from 5% to 10% according to the requirement of the case where security deposit is taken see Note 1 to Clause 1 of condition of contact.
ii) To be deducted from current Rs. 52,39,310/-
bill 2.5%
Total Security Deposit 5% Rs.
(e) Percentage if any to be 2.5 % (e) Give Schedule Wher
e deducted from bills so as to necessary showing dates by make up the Total amount which the various item are to be required as security deposit by complete.
the time, half the work at
measured by the cost, is done.
(f) Time allowed for the work 24 Calendars months (Including
from the date to written order to commence monsoon)
1. l / We agree that the offer shall remain open for acceptance for a minimum period of 120
days from the date fixed for opening the same thereafter until it is withdrawn by me / us by
notice in writing duly addressed to the authority opening the tenders and sent by the
registered post A.D. or otherwise delivered at the office of such authority. Demand draft for a
period of one year receipt No. and date —————— in respect to the sum of Rs. ——
No. of Corrections University Engineer 44
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar,
Dist- Jalgaon
—————————————— in words Rs. ———-—-—————————-———
—— representing the earnest money is herewith forwarded. The amount of earnest
money shall not bear interest and shall be liable to be forfeited to the M.P.K.V. should I
/We fail to (i) abide by the stipulation to keep the offer open for the period mentioned
above or (ii) sign and complete the contract document as required by the Engineer and
furnish the authority deposit as specified in item (d) of the memorandum contained in
paragraph 1 above with in the time limit laid down in the clause (1) of the annexed
General conditions of contract. The amount of earnest money may be adjusted towards
the security deposit or refunded to me / us is so desired by me/us in writing, unless the
same or any part thereof has been forfeited as aforesaid. 2. I/We have secured exemption of earnest money after executing the necessary bond in favour
of Government a true copy of which is enclosed herewith, should any occasion for forfeiture
of earnest money for this work arise due to failure on my / our part to (i) abide the stipulations
to keep the offer open for the period mentioned above or (ii) sign and complete the contract
documents and furnish the security deposit as specified in item (d) of the Memorandum
contained in paragraph 1 above within the time limit laid down in clause
(1) of the annexed General condition of contract the amount deposited in the lump sum for
securing exemption in so far as the same may extend in terms of the option said bond and in
the event of the deficiency out of any other contract or payable to me/us by the Government
under any other contract or transaction of any nature whatsoever or otherwise.
3. Should this tender be accepted I/We hereby agree to abide by and fulfill all the
terms and provisions of the conditions of contract annexed here to so far as
applicable and in default thereof to forfeit and pay to Government the sum of
money mentioned in the said conditions.
Amount to be Receipt No. ———— dated ———.. from Account Officer at -——— Specified in words in respect of the sum of Rs. —-—-—------- is herewith forwarded
and figures. Strike out representing the earnest money (a) the full value of which is to be
(a) if on security absolutely forfeited to MPKV. Should I/We not deposit the full amount
deposit is to be taken. of security deposit specified in the above memorandum, in accordance
with clause 1(A) of the said conditions of contract, otherwise the said
sum of Rs. _______________________ shall be refunded.
Signature of Contractor
Contractor before
submission offender Address
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 45 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
Dated the ________________day of ________2017
Signature of (Witness) contractor before submission of tender.
Address
(Occupation)
The above tender is hereby accepted by me for and on behalf of the
Governor of Maharashtra / Mahatma Phule Krishi Vidyapeeth Dated — ——————— day of ————————— 200 ——— University
Engineer M.P.K.V. Rahuri.
CONDITION OF CONTRACT
Clause 1 - The person / persons whose tender may be accepted (hereinafter
called the contractor, which expression shall unless excluded by or repugnant
to the context include his heirs, Executors, administrators, and assigns ) shall
(A) ( within on day for a contract of Rs. 1000/- or less or two days for contract
of more that Rs.1000/- but less than Rs. 2000/- and so on upto a limit of ten
days, which may be extended by the vice- Chancellor, Mahatma Phule Krishi
Vidyapeeth concerned upto 15 days, if the vice Chancellor thinks it fit to do
so far a contract over Rs. 10,000/- of the receipt by him of the notification of
the acceptance of his tender) deposit with the Engineer in Charge {if
deposited ) for more than 12 months ) a sum sufficient which will make up the
full security deposit specified in the tender or (B) (permit M.P.K.V. at the time
of making any payment to him for work done under the contract to deduct
such sum as will amount "percent of all moneys so payable such deductions
to hle by Mahatma Phule Krishi Vidyapeeth by way of security Deposit.)
Provided always that in the event of the contractor depositing a lump sum by
way of security deposit as contemplated at (A) above then and in such case,
if the sum so deposited shall not amount o percent of the total estimated cost
of the work, it shall be lawful for Mahatma Phule Krishi Vidyapeeth at the time
of making of any payment to the contractor for the work under the contract to
makeup the full amount of percent by deducting a sufficient sum for every
such payment at last aforesaid until the full amount of the security deposit is
made-up
All compensation or other sums of money payable by the contractor
Mahatma Phule Krishi Vidyapeeth under the terms of his contract may be
Signature of
Officer by whom
Accepted.
Security Deposit
* this will be Same
percentage : that
in the tender
(e).
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 46 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
deducted from, there from, or from any sums which may be due or may
become due by Mahatma Phule Krishi vidyapeeth to the contractor under any
other contract or traction of any nature whatsoever in the even of his security
deposit being reduced by reason of any such deductions or sale as aforesaid,
the contractor shall, within 10 days hereafter, make good in case or M.P.K.V.
Securities endorsed as aforesaid any sum or sums which may have been
deducted from or raised by sale of his security deposit or any part thereof.
The security deposit referred to when paid in cash may, at the cost of the
depositor has expressly desired this in writing. The security deposit will not
be accepted in form of Insurance company bonds.
If the amount of the security deposit to be paid in lump sum within
the period specified at (A) above is not paid the tender/ contract
already accepted shall be considered cancelled and legal steps
taken against the contractor for recovery of the amount. The
amount of security deposit lodged the contractor shall be refunded
50% after payment of final bill and remaining 50% of security
deposit shall be refunded after expiry of 12 months after payment
of final bill or the expiry of defect liability period. Whichever is later.
The defect liability period for the work is Eighteen months. The
defect liability period starts from the date of completion of the work.
Clause 2 - The time allowed for carrying out the work as entered tender Compensation for
for delay. shall be strictly observed by the contractor and shall be reckoned Delay
from the date on which the order to commence work is given to the
contractor, The work shall through the stipulated period of the contract be
proceeded with, with all due diligence (time being deemed to as
compensation an amount equal to one percent or such smaller amount as the
University Engineer (whose decision in writing shall be final) may decide, of the amount of the estimated cost of the whole work as shown by the
tender for every day that the work remains uncommented or unfinished,
after the proper dates. And further to ensure good progress during
execution of the work, the contractor shall be bound, in all case in which
the time allowed for any work exceeds one month to complete.
1/6* of the work in 1/4lh
of the time. ½ of the work in ½ of the time.
¾ of the work in ¾
of the time.
Note - The quantity of the work to be within a particular time to be
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 47 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
specified above shall be fixed and inserted in the blank space kept for the
purpose by the Office competent to accept the contracts after taking into
consideration the circumstances of each case and abide by the program
of the detailed progress laid down by the University Engineer.
The following proportion will usually be found suitable :
In ¼, ½, ¾ of the time.
Reasonable progress of the earth work, 1/6, 1/2, 3/4 of the total
value of the work to be done.
Do Do of masonry work 1/10,4/10,8/10 Do Do
In the event of the contractor failing to comply with this conditions he shall
be liable to pay as compensation an amount equal to one percent or such
smaller amount as the University Engineer (whose decision in writing
shall be final) may decide of the said estimated cost of the whole work for
every day that the due quantity of the work remains incomplete provided
always that the total amount of compensation to be paid under the
provisions of the clause shall not exceed 10 percent of the estimated cost
of the work as shown in the tender Vice Chancellor, M.P.K.V., Rahuri,
should be the final authority in this respect, irrespective of the fact that the
tender is accepted by the University Engineer or M.P.K.V., Rahuri.
Clause 3 - In any case in which under any clause of this contract the Action when
contractor shall have rendered himself liable to pay compensation whole of security
amounting to the whole of his security deposit whether owing to serious deposit Is
illness or death of the contractor or any other cause the Engineer, on forfeited.
behalf of the M.P.K.V. shall have power to adopt any of the following courses, as he may deem best suited to the interest of M.P.K.V.
(a) To rescind the contract (for which rescission notice in writing to the contractor under the hand of University Engineer shall be conclusive
evidence ) and in the case the security deposit of the contractor shall stand forfeited and be absolutely at the disposal of MPKV.
(b) To carry out the work or any part of the work departmental debiting
the contractor with the cost of the work, expenditure incurred on tools and
plant, and charges on additional supervisory staff including the cost of
work charged establishment employed for getting the un-executed part of
the work completed and creding him with the value of the work done.... Departmentally in all respects in the same manner and at the same rates as if
it had been carried out by the contractor under the terms of his contract.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 48 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
The certificate of the University Engineer as to the costs and other
allied expenses so incurred and as to the value of the work so done
departmentally shall be final and conclusive against the contractor.
c) To order that the work of the contractor be measured up and to take
such part thereof as shall be unexecuted out of his hands, and to give
it to another contractor to complete, in which case all expenses
incurred on advertisement for fixing a new contracting agency,
additional supervisory staff including the cost of the work charged
establishment and the cost of the work executed by the new contract
agency will be debited to the contractor and the value of the work
done or executed through the new contractor shall be credited to the
contractor in all respects and in the same manner and at the same
rates as if it had been carried out by the contractor under the terms of
his contract. The certificate of the Executive Engineer as to all the cost
of the work and other expenses incurred as aforesaid for or in getting
the unexecuted work done by the new contractor and the value of the
work so done shall be final and conclusive against the contractor. In case the contract shall be rescinded under clause (a) above the contractor
shall not be entitled to recover or be paid, any sum for any work therefore
actually performed by him under this contract unless and until the University
Engineer shall have certified in writing the performance of such work and the
amount payable to him in respect thereof and he shall only be entitled to be
paid the amount so certified. In the event of either or courses referred to in
clause (b) or (c) being adopted and the cost of the work executed
departmentally or through a new contractor and other allied expenses
exceeding the value of such work and allied expenses, provided always that
whichever of the three courses mentioned in clause (a), (b) or (c) is adopted
by the M.P.K.V. Engineer, the Contractor shall have no claim to
compensation for any loss sustained by him by reason of his having
purchased or procured any materials, or entered into any engagements, or
made any advance on account of or with a view to the execution of the work
or the performance of the contract.
Clause 4 - If the progress of any particular portion of the work is Action when the
unsatisfactory the M.P.K.V. Engineer shall not with standing that the general progress of any Progress of the work is in accordance with the conditions mentioned in particular portion
clause 2, be entitled to take action under clause 3 (b) after giving the of the work is
contractor 10 days’ notice in writing. The contractor will have no claim for unsatisfactory.
compensation, for any loss sustained by him owing to such action.
Signature of Contractor No. of Corrections University Engineer
49 49
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
Clause 5 : - In case in which any of the powers conferred upon the Contractor
University Engineer by Clause 3 and 4 hereof shah have become remains liable to
exercisable and the same shall not have been exercised, the non exercise pay compensation
thereof shall not constitute a waiving of any of the conditions hereof and if action not taken
such powers shall notwithstanding be exercisable in the event of any future under Clause 3 &
case of default by the contractor for which under any clause hereof he is 4
declared liable to pay compensation amounting to the whole of his
security deposit and the liability of the contractor for past and
future • compensation shall remain unaffected.
In the event of the University Engineer taking action under sub - clause (a) or Power To take
(c) or clause 3m, he may , if he so desires, take possessions of all or any Possession of or
tools any plant, materials and stores in or. upon the work of the site thereof require removal of
or belonging to the contractor, or procured by him and intended to be used or sell contractor's
for the execution of the work or any part thereof paying or allowing for the plant.
same, in account at the contract rates, or in the case of contract rates not
being applicable at current market rates to be certified by the University
Engineer may, after giving notice in writing
to the contractor or his clerk of the work, foremen or other authorized agent
require him to be remove such tools and plant, material or stores from the
premises within a time to be specified in such notice, and in the event of the
contractor failing to comply with any such requisition, the University Engineer
may remove them at the contractor's expenses of any such removal and the
amount of the proceeds and expense of any such sale shall be final and
conclusive against the contractor.
Clause 6 - If the contractor shall desire an extension of the time for Extension of
completion of work on the ground of his having been unavoidably hindered time
in its execution or on any other ground he shall apply in writing to the University Engineer before the expiration of the period stipulated in the tender
or before the expiration of 30 days from the date on which he was hindered
as aforesaid or on which he was hindered as aforesaid or on which the cause
for asking for extension occurred, whichever is earlier and the University
Engineer, or in the opinion of University Engineer, as the case may be if in
his opinion , there were reasonable grounds for granting an extension, grant
such extension as he things necessary or proper. The decision of the
University Engineer in this matter shall be final.
Signature of Contractor No. of Corrections University Engineer
50
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
Clause 7 - On the completion of the work the contractor shall be furnished Final Certificate
with a certificate by the University Engineer ( hereinafter called the
Engineer -in-charge ) of such completed until the contractor shall have
removed from the premises on which the work shall have been executed, all
scaffolding, surplus materials and rubbish, and shall have cleaned off, the
dirt from all wood work, doors, windows, wall, floor or other parts of any
building in or upon which the work has been executed or of which he may
have had possession for the purpose of executing the work, nor until the
work shall have been measured by the Engineer - in - charge or where the
measurements have been taken by his subordinate until they have received
approval of the Engineer -in-charge, the said measurements begin binding
and conclusive against contractor. If the contractor shall fail to comply with
the requirements of this clause as to the removal of scaffolding surplus
materials and rubbish and the cleaning of dirt on or before the date fixed
for the completion of the work the Engineer - in charge may at the expense
of the contractor, remove such scaffolding, surplus materials and rubbish
and dispose of the same as he thinks fit and clean off such dirt as aforesaid
and the contractor shall forthwith pay the amount of all expense so
incurred, but shall have no claim in respect of any such scaffolding or surplus
materials as aforesaid except for any sum actually realized by the sale
thereof.
Clause 8 - No payment shall made for any work, estimated to cost less than Payment on
rupees one thousand till after the whole of work shall have been completed intermediate
and a certificate of completion given. But in the case of works estimated to certificate to be
cost more than rupees one thousand the contractor shall on submitting a regarded as
monthly bill therefore be entitled to receive payment proportionate to the advance.
part of the work then approved and passed by the Engineer-in-charge,
whose certificate of such approval and passing of the sum so payable shall
be final and conclusive against the contractor All such intermediate
payments shall be regarded as payments by way of advance against the
final payments only and not as payments for work actually done and
completed and shall not preclude the unskillful work to be removed or taken
away and reconstructed or re-erected nor shall any such payment be
considered as an admission of the due performance of the contract or any
part thereof in any respect or the accruing of any claim nor shall it conclude
determine, or effect in any other way the powers of the Engineer in charge
as to the final settlement and adjustment of the account or otherwise, in any
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 51 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
other way very or affect the contract. The final bill shall be
submitted by the contractor within one months of the date fixed for
the completion of the work, otherwise the Engineer-in-charge's
certificate of the measurements and of the total amount payable for
the work shall be final and binding on the parties.
Clause 9 - The rates for several items of work estimated to cost more
than Rs. 1000/- agreed to within, shall be valid only when the item
converted is accepted as having been completed fully in accordance
with the sanctioned specifications. In case where the of work are not
accepted as so completed fully in accordance with the sanctioned
specifications. In case where the items of work are not accepted as so
completed by the Engineer-in-charge he may make payment on
account of such items at such reduced rates as he may consider
reasonable in the preparation of final or on account bills.
Payment at
reduced rates on
account of items of work not
accepted to be
at the discretion
of the Engineer- in-charge.
Clause 10 - A bill shall be submitted by the contractor in each month on or Bill to be
before the ate fixed by the Engineer-in-charge for all work executed in the submitted
previous month and the Engineer-in-charge shall take or cause to be taken monthly.
the requisite measurement for the purpose of having, the same verified and
the claim, so far as it is admissible shall be adjusted, if possible, within ten
days from the presentation of the bill. If the contractor does not submit the
bill within the time fixed as aforesaid, the Engineer - in - charge may
depute a subordinate to measure up the said work in the presence of the
contractor or his duly authorized agent whose countersignature to
measurement list shall be sufficient warrant, and the Engineer-in-charge
may prepare a bill from such list which shall be binding on the contractor in
all respects.
Clause 11 - The contractor shall submit ail bills on the printed forms to Bills to be
be had on application at the office of the Engineer- in- charge. The on printed forms.
charges to be made in the bills shall always be entered at the rates
specified in the tender or in the case of any extra work ordered in
pursuance of these conditions, and not mentioned or provided for in the
tender at the rates hereinafter provided for such work.
Clause 12- If the specification or estimate of the work provides for the use Stores supplied by
of any special description of material to be supplied from the store to the Government.
M.P.K.V. store or if it is required that the contractor shall use certain stores
to be provided by the Engineer - in- charge ( such material and stores and
their prices to be charged therefore as hereinafter mentioned being so far
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 52 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
as practicable for the convenience of the contractor but not so as in any
way to control the meaning or effect of this contract specified in the
schedule or memorandum here to annexed ) the contractor shall be
supplied with such material and stores as may be required from time to
time to be used by him for the purposes of the contract only, and value of
the full quantity of the materials and stores so supplied shall be set off or
deducted from any sums then due due, or thereafter to become due to
the contractor under the contract or otherwise , or from the security
deposit or the proceeds of sale thereof if the security deposit is held in
University securities, the same or a sufficient portion thereof shall in that
case be sold for the purpose. All materials supplied to the contractor shall
remain the absolute property of University and shall on no account be
removed from the site of the work, and shall at all times be open for
inspection by the Engineer-in-charge. Any such materials unused and in
perfectly good condition at the time of completion or determination of the
contract shall be returned to the M.P.K.V. store if the.
Engineer-in-charge so requires by a notice in writing given under
his hand but the contractor shall not entitile to return any such
material except with consent of the Engineer-in-charge and he
shall have no claim for compensation on account of any such
material supplied to him as aforesaid but remaining unused by him
or for any wastage in or damage to such materials.
Clause 12 (A)- All stores of controlled materials such as cement,
steel etc. supplied to the contractor by government should be kept
by the contractor under lock and key and will be accessible for
inspection by the University Engineer or his agent at all the times.
Clause 13- The contractor shall execute the whole and every part of the Works to be
work in the most substantial and workmanlike manner, and both as regards executed In
materials and every other respect in strict accordance with specifications. accordance with
The contractor shall also confirm exactly fully and faithfully to the designs, specification,
drawings and instructions in writing relating to which, the contractor shall be drawings order
entitled to have access for the purpose of inspection at such office, or on the etc.
site of the work during office hours. The contractor will be entitled to receive three sets of contract drawing and working drawings as well as one
certified copy of the accepted tender along with the work order free of
cost. Further copies of the contract drawings and working drawings if
required by him shall be supplied at the rate of Rs. 100 per set of contract
drawings and Rs.50 per working drawing except where otherwise
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 53 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
specified.
Clause 14- The Engineer in charge shall have power to make any alteration Alterations in
in or additions to the original specifications, drawings, designs and specifications and
instructions that may appear to him to be necessary or advisable during the designs not to
progress of the work and the contractor shall be bound to carry out the invalidate contact.
work in accordance with any instructions in this connections which may be
given to him in writing signed by the Engineer-in-charge and such alteration
shall not invalidate the contract, and any additional work which the
contractor may be directed to do in the manner above specified as part of
the work shall be carried out by the contractor on the same conditions in all
respects on which he agreed to do the main work. And if the additional and
altered work includes any class of work for which he agreed to do the main
work. And if the additional and altered work includes any class of work for
which no rate is specified in this contract, then such class of work shall be
carried out at the rates entered in the Schedule of Rates of the Division or
at the rates mutually agreed upon between the Engineer-in-charge and the
contractor, whichever are lower.
If the additional or altered work for which no rate is entered in the schedule Rates items
of Rates of the Division is ordered to be carried out before the rates are estimate or
agreed upon then the contractor shall within seven days of the date of Schedule of Rates
receipt by him of the order to carry out the work, inform the Engineer-in- of the District.
charge of the rate which it is his intension to charge for such class of work,
and if the Engineer-in-charge does not agree to this rate he shall be notice
in writing be at liberty to cancel his order to carry out such class of work and arrange to carry out in such manner as he may consider
advisable provide always that if the contractor shall commence work
or incur any expenditure in regard there before the rates shall have
been determined as lastly hereinbefore mentioned, then in such case
he shall only be entitled to be paid in respect of the work carried out or
expenditure incurred by him prior to the date of the determination of
the rate as aforesaid according to such rate or rates as shall be fixed
by the Engineer-in-charge. In the event of a dispute the decision of the
University Engineer of the Circle will be final. Where however, the work is to be executed according to the designs,
drawings and specifications recommended by the contractor and accepted by
the competent authority the alterations above referred to shall be within the
scope of such designs, drawings and specifications appended to the tender.
The time limit for the completion of the work shall be extended in
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 54 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
the proportion that increase in its cost occasioned by alterations or
additions bear to the cost of the original contract work, and the certificate
of the Engineer -in-charge as to such proportion shall be conclusive.
Clause 15- (1) If at any time after the execution of the contract documents Extension of time
the Engineer shall for any reason what-so-ever (other than default on the in consequence of
part of the contractor for which the M.P.K.V. is entitled to rescind and additions or
contract) desire the whole or any part of the work specified in the tender alterations No
should be suspended for any period or that the whole or part of the work claim to any
should not be carried out at all, he shall give to the contractor a notice in payment: or
writing of such desire and upon the receipt of such notice the contractor shall compensation for
forthwith suspend or stop the work wholly or in part as required, after alteration in/or
having due regard to the appropriate stage at which the work should be restriction of work. stopped or suspended so as not to case any damage or injury to the work
already done or endanger the safety thereof provided that the decision of
the Engineer as to the stage at which the work or any part of it could be
or could have been safety stopped or suspended shall be final and
conclusive against the contractor. The contractor shall have no claim to
any payment or compensation whatsoever by reason of or in pursuance
of any notice as aforesaid, on account of any suspension stoppage or
curtailment except to the extent specified hereinafter. (2)Where the total suspension of work ordered as aforesaid continued for
a continuous period exceeding 90 days the contractor shall be at liberty to
withdraw from the contractual obligations under the contract so far as it
pertains to the unexecuted part of the work by giving a 10 days prior
notice in writing to the engineer, within 30 days of the expiry of the said
period of 90 days, of such intention and requiring the Engineer to record
the final measurement of the work already done and to pay final bill. Upon
giving such notice the contractor shall be deemed to have been
discharged from his obligation to complete the remaining unexecuted
work under his contract. On receipt of such notice the Engineer shall
proceed to complete the measurements and make such payment as may
be finally due to the contractor within a period of 90 days from the receipt
of such notice in respect of the work already done by the contractor. Such
payment shall not in any manner prejudice the right of the contractor to
any further compensation under the remaining provisions of this clause. (3) Where the Engineer required the contractor to suspend the work for a
period in excess of 30 days at any time or 60 days in the aggregate, the
contractor shall be entitled to apply to the Engineer within 30 days of the
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 55 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
resumption of work after such suspension of payment of compensation to the
extent of pecuniary loss suffered by him in respect of working machinery
remained idle on the site or on the account of his having and to pay the
salary or wages of labour engaged by him during the said period of
suspension provided always that the contractor shall not be entitled to any
claim in respect pf any such working Machinery, salary or wages for the first
30 days suspension whatsoever occasioned by unsatisfactory work or any
other default on his part. The decision of the Enginee' in this regard shall be
final and conclusive against the contractor.
(4)ln the event of-
(i)Any total stoppage of work on notice from Engineer under sub
clause (1) in that behalf.
(ii)Withdrawal of the contractor from the contractural obligations to
complete the remaining unexecuted work under sub-clause (2) on
account of continued suspension of work for a period exceeding 90 days.
OR
(iii) Curtailment in the quantity of item or items originally tendered on No claim to
account of any alteration, omission or substitution in the specifications, compensation on
drawings, designs or instructions under clause (14)-1 where such curtailment account of loss
exceeds 25% in quantity and the value of the quantity curtailed beyond due to delay in
25% at the rates for the item specified in the tender is more than Rs. supply of
5000/-. materials
University.
It shall be open to the contractor, within 90 days from the service of (i) the
notice of stoppage of work or (ii) the notice of withdrawal from the
contractual obligations under the contract on account of the continued
suspension of work or (iii) notice under clause 14(1) resulting in such
curtailment to produce to the Engineer satisfactory documentary evidence
that he has purchased or agreed to purchase materials for use in the
contracted work, being receipt by him of the notice of stoppage,
suspension or curtailment and require the Government to take over on
payment such material at the rates determined by the Engineer, provided,
however, such rates shall in no case exceed the rate at which the same
was acquired by the contractor. The MPKV shall thereafter take over the
material so offered, provided the quantities offered, are not in excess of
the requirements of the unexecuted work as specified in the accepted
tender and are of quality and specifications approved by the Engineer.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 56 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
CLAUSE 15 A- The Contractor shall not be entitled to claim any
compensation from Government for the loss suffered by him on
account of delay by M.P.K.V. IN THE SUPPLY OF MATERIAL
ENTERED IN Schedule A where such delay is caused by –
(i) Difficulties relating to the supply of railway wagons,
(ii) Force majeure
(iii) Act of God (iv) Act of enemies of the State or any other
reasonable cause beyond the control of M.P.K.V.
(iv) In the case of such delay in the supply of materials, M.P.K.V.A
shall grant such extension of time for the completion of the
work as shall appear to the University Engineer to be
reasonable in accordance with the circumstances of the case.
The decision of the University Engineer as to the extension of
time shall be accepted as final by the contractor.
Clause 16 - Under no circumstances whatever shall the contractor be
entitled to any compensation from MPKV on any account unless the
contractor shall have submitted a claim in writing to the Engineer in-
charge within one month of the case of such claim occurring. Clause 17- If any time before the security deposit or any part thereof is
refunded to the contractor is shall appear to the Engineer- in-charge or his
subordinate in charge of the work, that any work has been executed with
unsound, imperfect or unskillful workmanship work has been executed with
unsound, imperfect or that any materials or articles provided by him for the
execution of the work are unsound, or of a quality inferior to that contracted
for, or are otherwise not in accordance with the contract it shall be lawful for
the Engineer in-charge to intimate this fact in writing to the contractor and
then notwithstanding the fact that the work, materials or articles complained
of may have been inadvertently passed, certified and paid for the contractor
shall be bound forthwith to rectify, or remove and reconstruct the work so
specified in whole or in part as the case may require or if so required, shall
remove the materials or articles so specified and provide other proper and
suitable materials or articles at his own charge and cost and in the event of
his failing to do so within a period to be specified by the Engineer-in-charge in
written intimation aforesaid, the contractor shall be liable to pay
compensation at the rate of one percent on the amount of the estimate for
every day not exceeding 10 days during
No claim to
compensation on
account of loss
due to delay In
supply of
materials by
Time limit for
unforeseen
claims.
Action and
compensation
payable in case
of bad work.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 57 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
which the failure so continues and in the case of any such failure the
Engineer-in-charge may rectify or remove and re-execute the work or remove
and replace the materials or articles complained of as the case may be at the
risk and expense in all respects of the contractor. Should the Engineer-in-
charge consider that any such inferior work or materials as described above
may be accepted or made use of it shall be within his discretion to accept the
same at such reduced rates as he may fix therefore
PWD Resolution
No CAT
1087/CR/94
Building 2 dt.
14.6.1989
Clause 18- All work under or in course of execution or executed in Work to be open pursuance of the contract shall at all times be open to the inspection and to inspection. supervision of the Engineer-in-charge and his subordinates and the contractor shall at all times during the usual working hours, and at all other times at which reasonable notice of the intention of the Engineer-in-charge and his subordinate to visit the work shall have been given to the contractor either himself be present to receive orders and instructions or have a responsible agent duly credited in writing present for that purpose. Orders given to the contractor's duly authorized agent shall be considered to have the same force and effect as if they had been given to the contractor himself.
Clause 19- The contractor shall give not less than five days notice in
writing to the Engineer-in-charge or his subordinate in charge of the
work before covering up or otherwise placing beyond the reach of
measurement any work in order that the same may be measured and
correct dimensions thereof taken before the same is so covered up or
placed beyond the reach of measurements and shall not cover up or
place beyond the reach of measurement any work without the consent
in writing of the Engineer-in-charge or his subordinate in charge of the
work and if any work shall be covered up or placed beyond the reach
of measurements shall be uncovered at the contractor's expenses and
in default thereof no payment or allowance shall be made for such
work or for the materials with which the same was executed. Clause 20- If during the period- of Eighteen months from the date of
completion as certified by the Engineer-in-charge pursuant to Clause -7 of
the contractor or Eighteen months after commissioning the work whichever is
earlier in the opinion of the University Engineer; the said work is defective in
any manner whatsoever, the contractor shall forthwith on receipt of notice in
that behalf from the University Engineer, duly commence execution and
completely carry out at his cost in every respect all the work that may be
necessary for rectifying and setting right the defects specified therein
Contractor Or
responsible Agent
to be present.
Notice to be
given before work
is Covered up.
Contractor liable
for damage
done and for
imperfections.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 58 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
including dismantling and reconstruction of unsafe portions strictly in
accordance w with and in the manner prescribed and under the supervision
of the University Engineer. In the event of the contractor failing or neglecting
to commence execution of the said rectification work within the period
prescribed therefore in the said notice and/or to complete the same as
aforesaid as required by the said notice, the University Engineer get the
same executed and carried out departmentally or by any other agency at the
risk on account and at the cost of the contractor. The shall forthwith on
demand pay to the Government the amount of such cost, charges and
contractor expenses sustained or incurred by the M.P.K.V., Rahuri of which
the certificate of the University Engineer shall be final and binding on the
contractor. Such cost, charges and expenses shall be deemed to be arrears
of land revenue and in the event of the contractor failing or neglecting to pay
the same on demand as aforesaid without prejudice to any other rights and
remedies of the M.P.K.V. Rahuri the same may be recovered from the
contractor as arrears of land revenue. The M.P.K.V. shall also be entitled to
deduct the same from any amount which may then be payable or which may
thereafter become payable by the M.P.K.V. to the contractor either in respect
of the said work or any other work whatsoever or from the amount of security
deposits retained by M.P.K.V. the defect liabilities period in particular for
water proofing treatment (Building works) shall be 7 years.
P.W.D. Resolution
No. CAT-1087/
CR/94/Bldg.2 dt.
14.6.89
Clause -21 The contractor shall supply at his own cost all material (except Contractor to
such special materials if any as may in accordance with the contract, be supply plant
supplied from M.P.K.V. Stores) plant tools, appliances, implements, ladders, ladder scaffolding
cordage, tackles, scaffolding and temporary works requisite or proper for etc.
the proper execution of the work, whether in the original, altered or
substituted from and whether included in the specification or other
documents forming part of the contract or referred to in these conditions or
not and which may be necessary for the purpose of satisfying requirements
of the Engineer-in-charge as to any matter as to which under these conditions he is entitled to be satisfied, or which ie is entitled to require
together with the carriage therefore to and from the work. The contractor shall
also supply without charge the requisite number of persons with the means
and materials necessary for the purpose of setting out works and counting,
weighing and assisting in the measurement or examination at any time and
from time to time of the work or the materials failing which the same may be
provided by the Engineer-in-charge at the expense of the contractor and the
expenses may be deducted from any money due to the
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 59 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
contractor under the contract or from his security deposit or the proceeds of
sale thereof, or of a sufficient portion thereof. The contractor shall provide all
necessary fencing and lights required to protect the public from accident and
shall also be bound to bear the expenses of defense of ever suit, action or
other legal proceeding, that may be brought by any person for injury
sustained owing to neglect of the above precautions, and to pay any
damages and cost which may be awarded in any such suit action or And is liable for
proceeding to any such person or which may with consent of the contractor damages arising
be paid for compromising any claim by any such person. List of machinery from non
in contractor's possession and which they propose to use on the works should provisions of
be submitted along with the tender. light, fencing etc.
Clause-21-A The contractor shall provide suitable scaffolds and
working platforms gangways and stairways and shall comply with
the following regulations in connections herewith.
(a) Suitable scaffolds shall be provided for workmen for all works
that cannot be safely done from a ladder or by other means. (b) A Scaffold shall not be constructed, taken down or substantially
altered except, (i) Under the supervision of a competent and
responsible person and (ii) As far as possible by competent
workers possessing adequate experience in this kind of work. (c) All scaffolds and appliances connected there with and ladders
shall-(i) Be of sound material.
(ii) Be of adequate strength having regard to the loads and strains
to which they will be subjected and
(iii)Be maintained in proper condition.
(d) Scaffolds shall not be over loaded and so far as practicable the
load shall be evenly distributed. (e) Scaffolds shall be so constructed that no part thereof can be
displaced in consequent of normal use. (f) Before installing lifting gear on scaffolds special precautions
shall be taken to ensure the strength and stability of the scaffolds. (g) Scaffold shall be periodically inspected by the competent person. (h) Before allowing a scaffold to be used by his workmen the contractor shall,
whether the scaffold has been erected by his workmen or not, take steps to
ensure that it complies fully with the regulations here-in-specified.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 60 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
Working platform, gangways stairways shall-
i) Be so constructed that no part there of can sag unduly or unequally. ii) Be so constructed and maintained having regard to the
prevailing conditions as to reduce as far as practicable risks of
persons tripping or slipping, and iii) Be kept free from any unnecessary obstruction.
(i) In the case of working platform, gangways, working
places and stairways at the height exceeding 2 meters.
i) Every working platform and every gangway shall be closely
boarded unless other adequate measures are taken to ensure safety. ii) Every working platform and gangway shall have adequate width and iii) Every working platform gangway, working place and
stair way shall be suitably fenced.
(j) Every opening in the floor of a building or in a working platform shall
except for the time and to the extent required to allow the excess of
persons or the transport or shifting of materials be provided with
suitable means to prevent the fall of persons or material.
(k)When persons are employed on roof where there is a danger
of falling from a height exceeding 2 meters suitable precautions
shall be taken to prevent the fall of persons or materials. (I) Suitable precautions shall be taken to prevent persons being struck
by articles which might fall from scaffold or other working places.
(m) Safe means of access shall be provided to all working
platforms and other working places. (n)The Contractor(s) will have
to make payments to the labours as per Minimum Wages Act.
Clause 21-B- The contractor shall comply with the following
regulations as regards the hoisting appliances to be used by him
(a) Hoisting machine and tackle including their attachments,
anchorages and support shall-
i) be of good mechanical construction, sound material and
adequate strength and free from patent defect.
And ii) be kept in good repair and good working order.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 61 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
(b) Every rope used in hoisting or lowering materials as a means of
suspension shall be of suitable quality and adequate strength and
free from patent defect. (c) Hoisting machine and tackle shall be examined and adequately
tested after erection on the site and before use and be re-examined in
position at intervals to be prescribed by the Government. (d) Every chain, ring, hook, shade swivel and pulley block used in
hoisting or lowering materials or as a means of suspension shall be
periodically examined. (e) Every crane driver pr hoisting appliance operator shall be
properly qualified (f) No person who is below the age of 21 years shall be in control
of any hoisting machine including any scaffold which or give
signals to the operator. (g) In the case of every hoisting and of every chain, ring, hook, shackle,
swivel, pulley block used in hosting or lowering or as means of suspension
the safe working load shall be ascertained by adequate means.
(h) Every hoisting machine and all gear referred to in preceding
regulation shall be plainly marked with the safe working load. (i) In the case of hoisting machine having a variable safe working
load, each safe working load and the conditions under which it is
applicable shall be clearly indicated. (j) No part of any hoisting machine or of any gear referred or in regulation (g) above shall be loaded beyond the safe working load except for
the purpose of testing. (k) Motors, gearing, transmissions, electric working and other dangerous
part of hoisting appliances shall be provided with efficient safeguards.
(I) Noising appliances shall be provided with such means as will
reduce to minimum the risk of the accidental descenmt of the load.
(m) Adequate precaution shall be taken to reduce to a minimum the
risk of any part of a suspended load becoming accidentally displaced.
Clause 22- The contractor shall not set fire to a standing jungle, trees, brush Measure
for woods or a grass without a written permit from the University Engineer. prevention
of fire When such permit is given and also in all case when destroying cut or dug
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 62 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
up trees, brush woods, grass etc. by fire the contractor shall take the
necessary measure to prevent such fire spreading to or otherwise
damaging surrounding property. The contractor shall make his own
arrangements for drinking water for the labour employed by him.
Clause 23- Compensation for all dangers done intentionally or un-
intentionally by contractor's labour whether in or beyond the limits of
M.P.K.V. property including any damage caused by the spreading of
fire mentioned in Clause 22 shall be estimated by the Engineer-in-
charge or such other officer as he may appoint and the estimate of the
Engineer-in-charge subject to the decision of the Vice Chancellor on
appeal shall be final and the contractor shall be bound to pay the
amount of the assessed compensation on demand, failing which, the
same will be recovered from the contractor as damages in the manner
prescribed in clause 1 or deducted by the Engineer-in-charge from
any sums that may be due or become due from M.P.K.V to contractor
under this contractor or otherwise
The contractor shall bear the expenses of defending any action or
other legal proceeding that may be brought by and person for injury
sustained by him owing to neglect of precautions to prevent the
spread of fire and he shall pay damages and cost that may be
awarded by the court in consequence. Clause 24- The employment of female labour on work in neighborhood of
soldiers barracks should be avoided as far as possible.
Clause-25 - No work shall be done on a Sunday without the
sanction in writing of the Engineer-in-charge. Clause -26- The Contract shall not be assigned or sublet without the written
approval of the Engineer-in-charge. And if the contractor shall assign or
sublet his contract or attempt so to do or become insolvent or commence any
proceeding to get himself adjudicated and insolvent or make any composition
with his creditors or attempts so to do or if brief, gratuity, fifth, loan,
perquisite, reward or advantage pecuniary or otherwise shall either directly or
indirectly be given, promised or offered by the contractor of any of his
servants or agents to any public officer or person in the employ of M.P.K.V. in
any way relating to his office or employment or if any such officer or person
shall become in any way directly or indirectly interested in the contract, and
the Engineer-in-charge may thereon by notice in writing rescind the contract,
the contract, and the Engineer-in-charge may thereon
Liability of
contractor for
any damage
done in or out
side work area.
Employment
female labour.
Work on Sunday.
Work not to
sublet contract
may be rescinded
and security
deposit forfeited
for subletting it
without approval
or for bribing a
public officer or if
contractor
becomes
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 63 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
by notice in writing srescind the contract, he contract and the security insolvent.
deposit of the contractor shall there upon stand forfeited and be absolutely
at the disposal of M.P.K.V. and the same consequences shall ensure as of
the contract had been rescinded under clause 3 hereof and in addition the
contractor shall not be entitled to recover or be paid for any work
therefore actually performed under the contract.
Clause - 27 All sums payable by a contractor by way of compensation Sum payable by
under any of these conditions shall considered as a reasonable way of
compensation to be applied to the use of M.P.K.V. without reference to the compensation to
actual loss or damage sustained and whether any damage has or has not be considered
been sustained. reasonable
compensation
without reference
to actual loss
Clause 28- In the case of tender any charge in the constitution of a
firm shall be forthwith notified by the contractor to the Engineer in
charge for his information.
Clause 29- All works to be executed under the contract shall be
executed direction and subject to the approval in all respect of the
University Engineer of the Circle , for the time being who shall be
entitled to direct at what point or points in what manner they are to
be commenced and from time to time carried on.
Clause 30- (1) Except where there otherwise specified in the contract and
subject to the powers delegated to him by M.P.K.V. under the Code,
rules then in force, the decision of the University Engineer of the circle for the time being shall be final, conclusive and binding on all parties to
the contract upon all questions relating to the meaning of the
specifications, designs and instructions herein before mentioned and
as to the quality or work ship, or material used on the work or a to any
other question, claim right matter or thing what - so ever if any way
arising out of or relating or otherwise concerning the works or the
executions or failure to execute the same whether arising during the
process of the work or after the completion or abandonment thereof.
(2) The contractor may within thirty days of receipt by him of any
order passed by the University Engineer as aforesaid appeal
against it with the contract work project provided that- (a) The accepted Value of the contract exceed Rs. 10 lakhs (Rs. Ten Lakh)
Change in
the constitution of firm to be notified.
Direction & Control of the University Engineer.
Direction & control
of the University
Engineer.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 64 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
(b) Amount of claim is not less than Rs. 1.00 Lakh (Rs. One Lakh)
(3) If the Contractor so not satisfied with the order passed by the Chief
Engineer as aforesaid the contractor may within thirty days of the
receipt by him of any such order appeal against it to the University
M.P.K.V. who if convinced that prima ficia the contractor's claim
rejected by University/ Chief Engineer is not frivolous and that there is
some substances in the claim of contractor as would merit a detailed
examination and decision by the Standing committee shall put up to
the standing Committee at Government level for suitable decision, (as
per PW Circular No. CAT 1086 OR 110/Bldg. dt. 7-5-86)
Clause 31 - The contractors shall obtain from the Departmental stores, all Store of
European stores and articles of European or in American manufacturer which may be or
American required for the work or any part thereof or in making up any articles
manufacture to be required thereof or in connection there with unless he has obtained
obtained from the permission in writing from Engineer- in-charge to obtain such stores and
government. articles elsewhere. The value of such store and articles as may be supplied to the contractor by the Engineer-in-charge will be debited to the contractor in
his account at the rates shown in the schedule, in Forma A attached to the
contract and if they are not entered in the said schedule they shall be debited
to him at cost price which for the purpose of these contract shall include the
cost of carriage & other expenses whatsoever, which shall have been
incurred in obtaining delivery of the same at the stores aforesaid.
Clause 32-When the estimate on which a tender is made includes lump sum Lump sum in
in respect of parts of the work, the contractor shall be entitled to payment estimates
in respect of the items of work involved or the part of the work in question
at the same rates at are payable under this contract for each items, or if
the part of the work in question is not in the opinion of the Engineer-in-
charge capable of measurement, the Engineer-in-charge may at his
discretion pay the lump sum amount entered in the estimate and the
certificate in writing of the Engineer-in-charge shall be final and conclusive
against the contractor with regard to any sum or sums payable to him under
the provision of this clause.
Clause 33- In the case of any class of work for which there is no such Action where no
specification as is mentioned in rule 1 such work shall be carried out in specifications.
accordance with the Divisional specifications, and in the event of there
being on Divisional specification, then in such case the work shall be carried
out in all respects in accordance with all instructions and requirements of the
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 65 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
Engineer-in-charge.
Clause 34- The expression "Works" or "Work" used in these conditions, shall Definition of
unless there be something in the subject or context repugnant to such work.
construction, be construed to mean the work or works contracted to be
executed under or in virtue of the contract, whether temporary or
permanent and whether original, altered, substituted or additional.
Clause 35- The percentage referred to in the tender shall be deducted Contractors
from/added to Contractors percentage whether the gross amount of the bill percentage
before deducting the value of any stock issued. whether applied
net or gross
amount of the bill
Clause 36 – All quarry fees, royalties, octroi, dues and ground rent, water
charges for stock materials, if any should be paid by the contractor.
Clause 37- The contractor shall be responsible for and shall pay any Compensation
compensation to his workmen payable under the workmen's Compensations under workmen
Act, 192G (VIII of 1923), (herein after called the said Act) for injuries compensation act. caused to the workmen. If such compensation is payable be paid by
Government as principle under Sub section (1) of section 12 of the said At on behalf of the contractor it shall be recoverable by Government from the
contractor under sub section (2) of the said section. Such Compensation
shall be recovered in the manner laid down in the Clause-1 above Clause 37A- The contractor shall be responsible for and shall pay the
expenses of providing medical aid to any workmen who may suffer a
bodily injury as a result of an accident. If such expenses are incurred by
Government the same shall be recoverable from the contractor forthwith
and be deducted without prejudice to any other remedy of Government
from any amount due to or that may become due to the contractor.
Clause 37 B- The contractor shall provide all necessary personal
safety equipment and first aid apparatus available for the use of
the persons employed on the site and shall maintain the same in
condition suitable for immediate use at any time & shall comply
with the following regulations in connection therewith.
(a) The workers shall be required to use the equipment so
provided by the contractor and the contractor shall take adequate
steps to ensure proper use of the equipment by those concerned.
{b) When work is carried on in proximity to any place where there is a
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 66 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
risk of drowning all necessary equipment shall be provided and
kept ready for use and all necessary steps shall be taken for the
prompt rescue of any person in danger.
(c) Adequate provision shall be made for prompt first aid treatment of
all injuries likely to be sustained during the course of the work.
Clause 37 C - The contractor shall duly comply with the provisions of the
Apprentices Act, 1961 (III of 1961) the rules made there under the orders
that may be issued from time to time order the Act the said rules and on his
failure or neglect to do so he shall be subject to all the liabilities and
penalties provided by the said Act and said Rules.
Clause 38- (1) Quantities in respect of the several items shown in the tender Claim for
are approximate and no revision in the tendered rate shall be permitted in quantities entered
respect of any of the times so long as subject to any special provision In the tender or
contained in the specifications prescribing different percentage of estimate.
permissible variation the quantity of the item does not exceed the
tender quantity by more than 25% and so long as the value of the
excess quantity beyond this limit at the rate of the item specified in
the tender is not more than Rs. 5000/-
(2) The contractor shall if ordered in writing by the Engineer so to do, also
carry out any quantities in excess of the limit mentioned in sub clause (1)
hereof on the same conditions as and in accordance with the
specifications in the tender at the rate (i) derived from the rates entered in
the current schedule of rates and in the absence of such rates, (ii) at the
rate prevailing in the market, the said rates being increased or decreased
as the case may be by the percentage which the total tendered amount
bears to the estimated cost of work as put tender based upon the
schedule of rates applicable to the year in which the tenders were invited.
For the purpose of the operation of this clause this cost shall be taken to
be cost worked out on the basis of D.S.R. 2013-2014 Claims arising out of reduction in the tendered quantity of any item beyond
25% will be governed by the provision of clause 15 only when the amount of
such reduction beyond 25% at the rate of the item specified in the tender is
more than Rs. 50007- (The clause is not applicable to extra items)
(3) The clause is not applicable to extra items. (4) There is no change in the rate if the excess is more than 25% of the
tendered quantity, but the value of the excess work at the Tendered rates
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 67 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
does not exceed. Rs. 500O/-
(5) The quantities to be paid at tendered rate shall include:-
(a) Tendered quantity Plus (b) 25% excess of the Tendered quantity or the excess quantity
of the value of Rs.5000/- at the Tendered rates whichever is more.
Clause 39- The contractor shall employ any famine convict or other Employment of
labour of a particular kind or class if ordered in writing to do so by the famine labour etc.
Engineer-in-charge. Claim for
Clause 40- No compensation shall be allowed for any delay caused in the compensation for
starting of the work on account of acquisition of land, or in the case of delay in starting
clearance works on account of any delay in according to sanction of the Work.
estimates.
Clause 41- No compensation shall be allowed for any delay in the
execution of the work in account of water standing in borrow pits or
compartments. The rates are inclusive for hard or cracked soil, excavation in
mud, soil water standing in borrows pits and no claim for extra rate shall be
entertained unless otherwise expressly specified.
Clause 42- The contractor shall not enter upon or commence any portion of Entering upon or
work except with the written authority and instructions of the Engineer-in- commencing any
charge or of his subordinate in charge of the work. Failing such authority the portion of work.
contractor shall have no claim to ask for measurements of or payment for
work.
Clause 43- (i) No contractor shall employ any person who is under
the age of 18 years.
(ii) No contractor shall employ donkeys or other animals with
breeching of string or thin rope The breeching must be at least
inches wide and should be of tape (Newer) (iii) No animal suffering from sores, lameness or emaciation or
which is immature shall be completed on the work.
(iv) The Engineer-in-charge or his Agent is authorised to remove from
the work any person or animal found working which does not satisfy
these conditions and no responsibility shall be accepted by M.P.K.V.
for any delay caused in the completion of the work by such removal. (v) The contractor shall pay fair and reasonable wages to the workmen
employed by him, in the contract under-taken by him. In the event of any
Minimum age of
person employed
the employment
of donkey and or
other animal and
the payment of
fair wages.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 68 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
dispute arising between the contractor and his workmen on the
grounds that the wages paid are not fair and reasonable the dispute
shall be referred without delay to the University Engineer who shall
decide the same. The decision of the University Engineer shall be
conclusive and binding on the contractor but such decision shall not in
any way affect the conditions in the contract regarding the payment to
be made by Government at the sanctioned tender rates.
(vi) Contractor shall provide drinking water facilities to the workers.
Similar amenities shall be provided to the workers engaged on
large work in urban, areas. (vii) Contractor to take precaution against accidents which takes place on
account of bout using loose garments while working near machinery.
Clause 44- Payment to contractor shall be made cheque drawn on any Method of
treasury within the division convenient to them provided the amount exceeds Payment
Rs. 10 Amounts not exceeding Rs. 10 will be paid in cash.
Clause 45- Any contractor who does not accept these conditions shall be not Acceptance of
allowed to tender for work. conditions
compulsory before
tendering for work
Clause 46- If M.P.K.V. declares a state of scarcity or famine to exist in the Employment Of
village situated within 10 miles of the work, the contractor shall employ Scarcity labour. upon such parts of the works, as are suitable for unskilled labour, any
person certified to him by the University Engineer, or by any person to
whom the University Engineer may have delegated this duty in writing
to be need or relief and shall be bound to pay to such person wages,
not below the minimum which, M.P.K.V. may have fixed in this behalf.
Any disputes which may arise in connection with the implementation
of this clause shall be decided by the University Engineer whose
decision shall be final and binding on the contractor. Clause 47- The price quoted by the contractors shall not in any case exceed
the control price if any, fixed by M.P.K.V. or reasonable price which it is
permissible for him to charge a private purchaser for the same class and
description the controlled price or price permissible under Hoarding and
Profiteering Ordinances 1948 as amended from time to time. If the price
quoted exceeds the controlled price or the price permissible under Hoarding
and Profiteering Prevention ordinance the contractor will specifically mention
this fact in his tender along with the reasons for quoting
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 69 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
such higher prices. The purchaser at his discretion will in such case
exercise the right of revising the price at any stage so as to confirm with
the controlled price exercise the right of revising the price at any stage so
as to conform with the controlled This discretion will be exercised without
prejudice to any other action that may be taken against the contractor. Clause -47 A- The tendered rates shall be inclusive of all taxes rates and Maharashtra Act cases and shall also be inclusive of the tax livable in respect of works of 1985 clause contract under the provision of the Maharashtra Sales tax on transfer of regarding property in goods involved in the execution of works contract Act 1985 Turnover Tax vide (Maharashtra Act, No. XIX of 1985). P.W.D Circular No.
330/Bldg-2
dt.10/6/1986
Clause 48 - The rates to be quoted by the contractor must be inclusive of sales Tax No extra payment on this account will be made to the contractor.
Clause 49- In case of materials that may remain surplus with the contractor from those issued for the work contracted for the date of ascertainment of the materials being surplus will be taken as the date of sale for the purpose of sale tax and the sales tax will be recovered on such sale.
Clause 50- The Contractor shall employ the unskilled labour to be employed by him on the said work only from locally available labours & shall give preference to those persons enrolled under Maharashtra Government employment & self employment Department's Scheme.
Provided however, that if the required unskilled labours are not available locally, the contractor shall in the first instance employee such number of persons as is available & thereafter may with previous permission, in writing of the University Engineer in charge of the said work, obtain the rest of requirement of unskilled labour from outside the above scheme.
Clause 51- Wages to be paid to the skilled and unskilled laborers engaged by the contractor.
The contractor shall pay the laborers skilled and unskilled according to the wages prescribed by the minimum Wages Act 1948 applicable to the area in which the work is located.
The contractor shall comply with the provisions of the apprentices Act 1961 and Rules and orders issued the under from time to time. If he fails to do so his failure will be a breach of the Contract and the University Engineer may in his discretion, cancel the Contract. The contractor shall also be liable for
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 70 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
any pecuniary liability arisen on account of any violation by him of
the provision of Act. The contractor shall pay the laborers skilled
and Un-skilled according to wages prescribed by Minimum Wages
Act applicable to the area in which the work lies.
Clause 52- All amounts whatsoever which the contractor is liable
to pay to the M.P.K.V. in connection with the execution of the
work including the amount payable in respect of
(i) Materials and or stores supplied/issued hereunder by the
M.P.K.V. to the Contractor (ii) Hire charges in respect of heavy plant, machinery and equipment
given on hire by the M.P.K.V. to the contractor for execution by him of the
work and/or on which advances have been given by the M.P.K.V. to the
contractor shall be deemed to be arrears of the Land Revenue and the
M.P.K.V. may without prejudice to any other rights and remedies of the
M.P.K.V. recover the same from the contractor as arrears of Revenue.
Clause 53- The contractor shall duly comply with all the provisions of the P.W. Deptt. Contract Labour (Regulation and Abolition) Act, 1970 (37 of 1970) and the NO.CAT1284 Maharashtra Contract labour (Regulation and abolition) Rules, 1871 as (Building-2) dated amended from time to time and all other relevant statutes and statutory provisions concerning payment of wages particularly to workmen employed by the contractor and working on the site of the work. In particular the contractor shall pay wages to each worker employed by him on the site of the work at the raes 'prescribed under the Maharashtra Contract Labour (Regulation and Abolition Rules 1971). If the contractor fails or neglects to pay wages at the said rates or marks short payment and the M.P.K.V. makes such payment of wages in full or part thereof less paid the contractor, as the case may be , the amount so paid by the M.P.K.V. to such workers shall be deemed to be arrears of land Revenue and the M.P.K.V. shall be entitled to recover the same as such from the contractor or deduct same from the amount payable by the M.P.K.V. to the contractor hereunder or from any other amount payable by the M.P.K.V. to the contractor hereunder or from any other amount/s payable to him by the M.P.K.V.
Clause 54- The contractor shall engage apprentices such as bricks layer, carpenters, wiremen’s, plumbers as well as black smith as recommended by the State Apprenticeship Advisor Director of technical Education, Dhobi Talav, Bombay 1 on the construction work. (Government of Maharashtra Educational Department No. TSA-5170YT-56689 dated 7.7.1972).
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 71 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
Clause 55- (Government of Maharashtra P.W.D. Resolution No.
CAT-1086/CR-243/K/Bidg.32dt.11.8.1987).
(A) The anti-malaria and other health measures shall be as directed
by the Joint Director (Malaria and Fitaria) of Health services, Pune. (B) Contractor shall see that mosquito zenic conditions are not
created so as to keep vactor population to minimum level. (C) Contractor shall carry out anti malaria measures in the area as per
guidelines prescribed under National Malaria Eradication Programme and
as directed by the Joint Director (M &F) of Health Services, Pune. (D) In case of default in carrying out prescribed anti malaria
measures resulting in increase in malaria incidence, contractor shall
be liable to pay Government the amount spent by Government on anti
malaria measures to control the situation in addition to fine. (E) Relations with Public Authorities - The contractor shall make
sufficient arrangements for draining away the sullage water as well as
water coming from the bathing and washing places and shall dispose of
these water in such a way as not to because any nuisance. He shall also
keep the premises clean by employing sufficient number of sweepers.
The contractor shall comply with all rules, regulations, bye-laws
and directions, given from time to time by any local or public
authority in connection with this work and shall pay fees or charges
which are leviable on him without any extra cost of Government.
Clause 56- The tender rates are inclusive of all taxes, rates, taxes
and also inclusive of the livable tax in respect of sale by transfer of
property in goods involved in the execution of a works contract
under the provision of Rule 58 of Maharashtra Value Added Tax
ACT-2005 for the purpose of levy of Tax.
Clause 57- Tax Deducted at Source
Value added Tax @ 2% of tender cost from the contractors registered
under Maharashtra Value Added Tax ACT 2005 and @5% of tender
cost from those contractors who have not registered under
Maharashtra Value Added Tax ACT 2005 will be deducted from bills
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri 72 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
SCHEDULE 'A'
Schedule showing (Approximately) the materials to the supplied from the departmental stores for work, contracted to be executed and preliminary and ancillary works and the rates at which they are to be charged for:
Particulars Rates at which the materials will be charged to the Place of delivery contractor.
Unit In figures In Words
1 2 3 4 5
Note :- The person or firm submitting the tender should see that the rates in the above schedule are filled up by the University Engineer-in-charge on the issue of the form prior to the submission of the tender.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 73 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
ANNEXURE
Additional Conditions for procurement of Materials.
1. The contractor shall make his own arrangement for supply of materials including
bitumen 60/70 grade/cement & steel RCC Pipes collars. The contractor shall be
responsible for all transportation &* storages of the materials at site & shall be
bear all the related costs. The Engineer shall be entitled at any time, to inspect or
examine all such materials. The contractor shall provide reasonable assistance for
such inspection or examination as may be required.
2. The contractor shall keep as accurate record of use of material as like bitumen
cement & steel used in the works in a manner prescribed by the Engineer.
3. After receiving the bitumen the authorised challan/gate pass should be obtained
from the refinery mentioning the quantity of bitumen/grade of bitumen, date time
of delivery etc. & it should be handed over to Department for each consignment.
4. While transportation of bouzer a through transport pass should be obtained
from the corporation/ Municipality through which the bouzer is passed &
same should be handed over to the authorized person of Department.
5. If there is any doubt regarding the material received the same should be get tested
from the Govt. Laboratory of the cost of the Contractor & is the results are sub-
standard , the material or the work executed with such material will be rejected.
6. The day-today record of the receipt/Utility/Balance of material should be kept
by the contractor at plant site/ site of work/store & the same will be checked by
the Engineer-in charge of authorized Engineer at any time.
7. The procurement of cement/ steel RCC pipe etc. should be from authorized
manufacturing company & the vouchers regarding purchase thereof shall be
submitted to Engineer in-charge .
8. The testing charges shall be borne by the contractor.
B. Materials for Department works.
1) The contractor shall be entitled to such sum as the Engineer may consider
proper to respect of materials intended for but not yet incorporated in the
permanent works provided that :-
a) The materials are in accordance with the specification for the permanent works.
b) Such materials have been delivered to site and are properly stored and protected
against loss or damage or deterioration to the satisfaction of the Engineer.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 74 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
c) The contractor's records of the requirement, order, receipts and use of
materials are kept in a form approved by the Engineer and such records shall
be available for inspection by the Engineer.
d) The contractor shall submit with his monthly statement the estimated value of the materials
on site together with such documents as may be required by the Engineer for the purpose
of valuation of the materials and providing evidence of ownership and payment thereof.
e) Ownership of such materials shall be deemed to vest in the Employer, and
f) The sum payable for such materials, secured advance loans on site shall not
exceed 75 per cent of the
i) extactory, exwarahouse price of locally manufactured materials or
ii) Stockpile value of locally produced materials such as Bricks, sand
Aggregates and crushed metal. (7) CONDITIONS FOR MATERIALS ISSUED UNDER SCHEDULE 'A'
The issue of material by the Department under Schedule 'A' of this contract will
be subject to interalia the following conditions:-
1. All the materials shall be made available for delivery on working day only during working
hours to be arranged mutually by the contractor between himself and the Storekeeper or
the University Engineers, who so ever shall issue the same. The material shall be made
available at the place of delivery mentioned in Schedule 'A' of the tender.
2. The contractor shall be submit periodically as well as on completion of work, an
account of all materials issued to him in a manner as directed by Engineer-in-
charge. The contractor shall also furnish an account of previous materials issued
before placing demand for further materials. In additions, a separate register
shall be maintained on site for recording daily item-wise cement consumption of
cement issued under Schedule 'A' as directed. This shall be signed daily by
contractor or his representative and representative of Engineer-in-charge.
3. The quantities in Schedule 'A' are approximate and may vary according to actual
and bonafide use as certified by the Engineer-in-charge.
4. All the materials mentioned in schedule 'A' required for the works shall be taken
from the Department only. The materials from other source in lieu of the materials in
Schedule 'A' shall not be allowed except under written permission from the
University Engineer. In such case, certificate for its quality shall be produced by the
contractor and samples of such materials shall be tested from any Government
Laboratory by the contractor at his own cost and the test results be supplied to the
Department. The materials not conforming to the required standard shall be
removed at once from the site of the work by the contractor at his own cost.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 75 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
5. The rates mentioned in Schedule 'A' are inclusive of Sales Tax and storage charges.
6. After issue of any material for use on bonafide Government work to contractor if
the Engineer-in-charge ascertains on any particular date that the portion of such
supplies becomes surplus to the requirement of the work, the date of
ascertainment will be taken as the date for sale for the purpose of payment of
sales tax on such portion and recovered from the contractor as per rules.
7. The contractor shall construct shed/sheds as per direction of the Engineer-in-charge of
the work for storing the materials issued to him by the Department and provide double
locking arrangements, one lock shall be with incharge of Departmental person and
materials shall be taken for use in presence of the Departmental persons only.
8. The contractor shall make his own arrangement for the safe custody of the
materials which are supplied to him by the Department.
9. The contractor shall not use cement and other material under Schedule 'A' in items
other than as per this tender except for such ancillary small items as are connected with
the absolutely necessary for execution of this work as may be decided by the Engineer.
10. All steel issued under Schedule 'A' which remains surplus with the contractor after use
in the work, shall be returned to the Department. Generally, only full length bars in
lengths supplied by the Department shall be taken back by the Department. However,
the Engineer-in-charge may at his discretion, take back bars of particular diameter in
any other lengths approved by him, if same are required for use in Government work,
The rates for repayment of the surplus acceptable materials returned by the contract at
trie godown of issue, shall be at the prevailing market rates or the rates charged to the
contactor, excluding the element of storage charges or issue rates excluding the
element of storage charges at the time of return, whichever is lower. The quantity of
such surplus steel as is not acceptable to the Department may be disposed of by the
Contractor in any manner he likes and the cost thereof shall entirely be borne by the
contractor. However in case in which the materials issued to a contractor become
surplus owing to change in the design of the work after materials were issued to the
contractor the materials should be taken back from the contractor at the same rate, at
which they were supplies to him by Government provided the materials at the time of
taking over, were not actually needed and are serviceable.
11. Mild steel, Tor steel bars shall be issued to the contractor either in coils or
straight, on actual weighment, However, for the purpose of payment, the weight
of steel bars used on the work shall be calculated on the basis of standard
weight per unit length vide table in B-10, 13 of Standard Specification Book
1972, edition by B. and fc. Department. Hence claims on account of difference in
actual weight and calculated on the basis of standard weight per unit length shall
not be entertained. No extra payment for straightening the bars will be made.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 76 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
12. The contractor shall make his own arrangement for securing structural steel
such as square bars, flats, rolled steels, joints, angles, iron, plates, etc. The
department is neither responsible for securing permit nor to supply required
structural steel. However, necessary certificate to the effect that the materials is
required for the said bonafide Government work, will be issued of required.
13. The charges for conveyance of materials from the place of delivery to the site of
work and the actual spot on work site shall be entirely borne by the contractor.
No claims on this account shall be entertained.
14. If surplus materials after completion of the work are not returned by the contractor,
recovery of such materials at the penal rates of twice the issue rate of these materials
shall be made from the conotractor. Sales Tax and General Tax on the cost of surplus
materials which are not returned, shall be recovered from the contractors as decided by
the University Engineer. However, it is clear that any surplus materials returned is in
unserviceable or damaged dconditions, the same will not be accepted. In such case the
cost will be recovered from the contractor as stated above in the clause.
15. Empty asphalt drums will have to be returned to the Department jn case of non-
return of empty asphalt drums, recovery at Rs.200/- (two hundred) per drum will
be charges to the contractor.
16. The person/firm submitting the tenders should see that the rates in the above
schedule 'A' are filled-up by the University Engineer-lncharge of the work on the
issue of the form prior to the submission of the tender.
17. The University shall not be responsible for the loss in cement during transit from
M.P.K.V. stores to worfc site. Cement so delivered to the contractor at the M.P.K.V.
stores shall mean 50% / per bag by weight. The rate quoted should correspond to
this method of reckoning. The correction will have to be done by weight basis. While
mixing, if cement is found short in a bag, it will have to be made good by the
contractor for which additional cement would be supplied by the Department at
issue rate in Schedule 'A'. Item or percentage rate quoted for schedule reckon this.
18. For the purpose of issue rate, the area of a A.C. sheets and ridges shall be the
actual gross size before laying in the roof and each dimension shall be measured at
straight line in plain (neglecting extra length, due to corrugations etc.)
19. The contractor shall furnish unstamped receipts for all materials issued under Schedule 'A'.
20. The contractor shall furnish the account of steel cement etc. issued to him at each time
before placing an ident for further supply. Also he should submit on completion of the
work final account of all the materials supplied to him by the Department. His account
will be scrutinized by the Engineer-in-charge, and if any extra use of found, shortages
are seen, and any quantity of material remained unaccounted for, recovery at penal
rates will be affected for such quantities as mentioned in Clause 14 above.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 77 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
21. A separate register shall be maintained on site for recording detailed item wise
cement and steel consumption on the work. This register shall be signed by the
contractor or his authorized representative and got signed from the
representative of the Engineer-in-charge.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 78 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
ACCOMPANIMENT TO THE GOVERNMENT RESOLUTION, PUBLIC WORKS DEPARTMENT NO. BDG 1091/CR-172/Bldg.2/, DATED 10-1-92
PRICE VARIATION CLAUSE
1. If during the Operative Period of the contract as defined in condition (i) below, there shall be any variation in the Customer Price Index (New Series) for Industrial workers for ___________________ centre as per the Labour Gazette published by the Commissioner of Labour, Government of Maharashtra and/ Industry, Government of India, as compared to the respective figure therefore, on the date of 30 days before the last date prescribed for receipt of tender and/or in the price of Petrol/Oil and lubricants, then subject to the other conditions mentioned below, price adjustment on account of (i) Labour component (ii) Material component and {iii} POL components, which respectively are ________%________% and ___________% of the total cost of work put to tender, calculated as per the formula hereinafter appearing, shall be made, {total of all these three components will be 100).
A) Formula for Labour Component
V1=0.85 (P-cost of Schedule 'a' materials used) X {K1/100 x CI-CO/CO}
Where
V1 =Amount of price variation in Rupees to be allowed.
P= Cost of work done during the period under consideration.
K1=Percentage of Labour Component as indicated above.
C0= Basic Consumer Price Index for......... Centre Ascertained as above on the date 30 days Preceding the last date prescribed for Receipt of tender.
C1= Average Consumer Price Index for ....... Centre ascertained as above during the period under
consideration,
(B) Formula for Materials component:
V2 =0.85 (P-Cost of Schedule 'a' materials used) X {K2/100 X II-IO/PO}
where=
V2=Amount of Price variation in Rupees to be allowed.
P= Cost or work done during the period under consideration.
K2= Percentage of Materials Component as indicated above. IO= Basic Wholesale Price Index ascertained as above on the date 30 days preceding the last date prescribed for receipt of tender.
I1- Average Wholesale Price Index ascertained as above during the period under consideration.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 79 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
C) Formula for Petrol Oil and Lubricant component: V3=0.85 (P-cost of Schedule 'a'
material used) X {K3/100 x P1-PO/PO}
Where
V3=AmoLint of price variation in Rupees to be allowed.
P= Cost of work done during the period under consideration.
K3= Percentage of petrol, oil and lubricant component, as indicated above.
P1= Average Price of H.S.D. for Bombay during the period under consideration.
PO= Average price of H.S.D. for Bombay on the date 30 days preceding the last date prescribed for receipt of tender.
II. Conditions referred to In Paragraph-1
I. The Operative Period of the contract shall mean the period commencing from the date of the
work order issued to the Contractor and ending on the date when the time allowed for the
work specified in the Memorandum under Tender for work expires taking into consideration
the extension of time, if any , for completion of the work granted by Engineer-in-charge
under the relevant clause of the conditions of contract in cases other than those where such
extension in necessitated on account of default of the contractor. The decision of the
Engineer-in-charge as regards the Operative Period of the contract shall be final and binding
on the contractor. Where compensation for liquidated damages is levied on the contractor on
account of delay in completion or inadequate progress under the relevant contract
provisions, the escalation amount for the balance work from the date of levy of such
compensation shall be worked out by pegging the indices, C-1, 1-1 and P-1 to levels
corresponding to the date of from which such compensation is levied.
II. This price variation clause shall be applicable to all contracts in B-1 , B-2 and C
forms but shall not apply for piece works.
III. Price variation shall be calculated in accordance with the formula mentioned
above, separately for labour, material and POL components.
IV. The price variation under this clause shall not be payable for the extra items required to be
executed during the completion of the work and also on the excdss quantities payable under
the provisions of Clause 38/37 of the contract of B1/B2 respectively, since the rates payable
for the extra items or the extra quantities under Clause 38/37 are to be fixed as per the
current DSR or as mutually agreed to subject to yearly revision till completion of such work.
In other words, when the completion/ execution of extra items as well as extra quantities
under clause 38/37 of the contract from B-1 / 62 extends beyond the operative date of the
then DSR, the rates payable for the same beyond that date shall be revised with reference
to he next current DSR prevalent at that time on year to year basis or
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 80 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
revised in accordance with mutual agreement thereon, as provided for in the
contract, whichever is less.
V. This clause is operative both ways, i.e. , if the price variation in the said Wholesale
Price Index for all commodities, Consumer Price Index {New Series) or price of HSD
for is on the plus side, payment on account of the price variation shall be allowed to
the Contractor and if it is on the negative side, the Government shall be entitled to
recover the amount from the contractor and the amount shall be deductible from the
contractors bill for the respective period in which there are fluctuations.
PRICE VARIATION CLAUSE If during the operative period of the contract as defined in condition (i) below there shall
be any variation in the Consumer Price Indeed (New series) for Industrial workers for
Nashik Central as per, the labour Gazette published by the Commissioner of Labour,
Government of Maharashtra and/ or in the whole sale price Index for all commodities
prepared by the office of Economic Advisor. Ministry of Industry Govt. of India, as
compared to the respective figures therefore on the date 30 days before the last date
prescribed for receipt of tenders and / or in the price of Petrol/ Oil and Lubricants, then
subject to the other conditions mentioned below, price adjustment of account of (i) Labour Components : PL 13.66 % (ii) Cement Components: PC 12.54% (iii) Steel Components : Ps 29.52% (iv) Bitumen Components : Pb - NIL % (v) Fuel & Lubricant Components : P1 3.00 % (vi) Other materials components : pm 41.28 %
Calculated as per the formula hereinafter appearing shall be made. (Total of tall these components will within 100)
Price Adjustment - Contract price shall be adjusted for increase or decrease in rates
and price of Labour, Material fuel and Lubricants in accordance with the following
principles and procedures and as per formula given in the contract data.
The cost of materials supplied by the Employer, if any at fixed prices shall be excluded
from the scope of price adjustment.
Price adjustment shall apply for the work done from the date given in the contract data
upto the end of the initial intended completion date or extensions granted by the
employer and shall not apply to the work carried out beyond the stipulated time for
reasons attributable to the contractor.
The price adjustment shall be determined during each quarter from the formula given in
the contract data.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 81 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
Following expressions and meanings are assigned to the work done during each
quarter. R= Total value of work done during the quarter excluding cost of the Employer
at fixed prices, it would include the value of materials on which secured advances has
been granted. If any, during the quarter less the value of material in respect of which
secured advance has been recovered, if any during the quarter. To the extent that full compensation for any rise of fall costs to the contractor is not covered by the
provisions of this or other clauses in the contract, that unit rates and prices included is the contract
shall be deemed to include amounts to cover the contingency of such other rise of fall in costs. Adjustment for Labour Components
Price adjustment for increase of decrease in the cost due to labour shall be paid in
accordance with the following formula:- VL = 0.85xP1/100xRx(LI-LO)/Lo
VL = Increase or decrease in the cost of work during the quarter under consideration
due to changes in rates for local labour.
Lo = The average consumer price index for industrial workers for Nashik centre for
quarter proceeding the date of opening of bids as published by Labour. PI = The average consumer price index for industrial workers for NASHIK centre for the quarter
under consideration as published by Labour Bureau, Ministry of Labour Government of India.
PL = Percentage of Labour components of work.
Adjustment for cement components Price adjustment for increase or decrease in the cost of cement procured by the contractor shall be paid in accordance with the following formula :-
Vc = 0,85xpc/1 OOxRx(ci-co)/co
Vc = Increase or decrease in the cost of work during the quarter under
consideration due to changes in the rates for cement
Co = The all India average wholesable price index for cement for the quarter
preceding the date of opening of bids as published by the Ministry of
Industrial Government of India New Delhi
Ci = The all India average wholesale price Index for cement for the quarter
under consideration as published my Ministry of Industrial Development,
Government of India, New Delhi.
PC = Percentage of cement components of the work
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 82 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
Adjustment for Steel component
Price adjustment for increase or decrease in the cost of steel procured by the contractor shall be paid in accordance with the following formula:-
Vs = 85xps/100xRx(si-so)/so
Vs = Increase or decrease in the cost of work during the quarter under consideration due to changes in the rates for steet.
So = The all India average wholesale price index for steel (Bars and Rods) for the quarter preceding the date of opening of bids as published by the Ministry of Industrial Development New Delhi
Si = The all India average wholesale price Index for Steel {Bars and Rods) for the quarter under consideration as published by Ministry of Industrial Development New Delhi
Ps = Percentage of steel components of the work.
Note:- For the application of this clause, Index of Bars and Rods has been chosen to represent group.
Adjustment for bitumen component
Price adjustment for increase or decrease in the cost of bitumen shall be paid in accordance with thy following formula:
Vb = 0.85xpb/100xRx (Bi-Bo)/Bo
Vb = Increase or decrease in the cost of work during the quarter under consideration due to changes in the rates for bitumen.
Bo = The average official retail price of bitumen at the IOC depot at Mumbai on the day 30 days prior to date of opening bids.
Bi = The average official retail price of bitumen of IOC depot at Mumbai for
the 15tM
day of the middle calenderer of the quarter under consideration.
Pb = Percentage of bitumen components of the work.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 83 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
Adjustment for Fuel and lubricant Component
Vs = 85xps/100xRx(si-so)/so
Vs = Increase or decrease in the cost of work during the quarter under
consideration due to changes in the rates for steel.
So = The all India average wholesale price index for steel (Bars and Rods) for the quarter preceding the date of opening of bids as published by the Ministry of Industrial Development New Delhi
Si = The all India average wholesale price Index for Steel {Bars and Rods) for the quarter under consideration as published by Ministry of Industrial Development New Delhi.
Ps = Percentage of steel components of the work.
Note:- For the application of this clause, Index of Bars and Rods has been chosen to represent group.
Adjustment for bitumen component
Price adjustment for increase or decrease in the cost of bitumen shall be paid in accordance with thy following formula:-
Vb = 0.85xpb/100xRx (Bi-Bo)/Bo
Vb = Increase or decrease in the cost of work during the quarter under consideration due to changes in the rates for bitumen
Bo = The average official retail price of bitumen at the IOC depot at Mumbai on the day 30 days prior to date of opening bids.
Bi = The average official retail price of bitumen of IOC depot at Mumbai for
the 15tM
day of the middle calenderer of the quarter under consideration.
Pb = Percentage of bitumen components of the work.
Adjustment for Fuel and lubricant Component
Price adjustment for increase or decrease in the cost of POL (fuel and lubricant) shall be paid in accordance with the following formula:-
Vf = 0.85xof/1QOxRx (Fi-Fo) / Fo
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 84 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
Vf = Increase or decrease in the cost of work during the quarter under consideration due to changes in the rates for fuel and lubricants
Vf = Increase or decrease in the cost of work during the quarter under consideration due to changes in the rates for fuel and lubricants.
Fo = The average official retail price of High Speed Diesel (HSD) at the existing consumer pumps of IOC at MUMBAI on the day thirty days prior to the date of opening of bids
Fi = The average official retail price of High Speed Diesel (HSD) at the existing consumer pumps of IOC at MUMBAI for the 15"
1 day of the
middle calendar month of the quarter consideration.
Pf = Percentage of fuel and lubricant components of the work.
Note :- For the application of this clause the price of High Speed diesel Oil has been chosen to represent fuel and lubricant group.
Adjustment for Other materials component
Vi = Price of adjustment for increase or decrease in the cost of local materials other than cement steel bitumen and POL procured by the contract shall be
paid1 in accordance with the following formula:-
Vm = 0.85xpm / 100x R x (Mi - Mo ) / Mo
Vm = Increase or decrease in the cost of work during the quarter under consideration due to changes in rates For local materials other than cement steel, bitumen and POL
Mo = The all India average wholesale price index (all commodities) for the quarter preceding the date of opening of bids, as published by the Ministry of Industrial Development, Govt. of India, New Delhi.
Mi = The all India average wholesale price Index (all commodities) for the quarter under consideration as published by Ministry of Industrial Development, New Delhi
Pm = Percentage of local material components (Other than cement, Steel,
Bitumen and POL) of the work.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 85 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
A) Additional General Conditions and specifications
SR. NO. C O N T E N T S PAGE NO.
1. General 88
2. Contractor to Study site conditions 88
3. Declaration of Contractor 88
4. Indemnity 88
5. Definition 89 to 91
6. Errors, Omissions and discrepancies 92
7. Working method and progress schedule 93 to 95
8. Agent and work order book 96
9. Setting Out 96
10. Levelling instruments 96
11. Authority of representative of Engineer-in-charge 96
12. Co-Ordination 97
13. Assistance in procuring Priorities / permits etc. 97
14. Quarries 99 to 101
15. Collection of Materials 101
16. Site Office 102
17. Treasure-Trove 102
18. Patented Device 103
19. Explosive 103
20. Damage By Floor for accident 103
21. Police Protection 103
22. Traffic Regulations 103
23. Inspections & Supervision 104
24. Initial Measurements 104
25. Samples & Testing of Materials 104
26. Change in cement contains etc. 106
27. Cement Concrete / form work for concrete 107 to 109
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 86 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
SR. NO. C O N T E N T S PAGE NO.
28. Miscellaneous 110 to 112
29. Medical and sanitary arrangement for labour 113
30. Safety Code 114 to 116
31. Scope of Rates for different items of work 117
32. Payments 118
33. Handing over of work 118
34. Claims 118
35. Quality Assurance & Maintenance 118
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 87 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
ADDITIONAL GENERAL CONDITIONS AND SPECIFICATIONS:-
1) These are to apply as additional condition and specifications unless
otherwise already provided for contradictorily elsewhere in this contract.
2) CONTRACTOR TO STUDY SITE CONDITIONS:
The contractor shall be deemed to have carefully examined the work and side conditions
including labour, the general and the special conditions, specifications, schedules and
drawings and shall be deemed to have visited the site of the work and to have fully
informed himself regarding the local conditions and carried out his own investigations to
arrive at rates quoted in the tender. In this regard, he will be given necessary information
to the best of knowledge of department but without any guarantee about it. If he shall have
any doubt as to the meaning of any portions of these general conditions or the special
conditions, the scope of work of the specifications and drawings, or any other matter
concerning the contradict he shall in good time, before submitting his tender, set forth the
particulars thereof and submit them to the University Engineer M.P.K.V. Rahuri in writing in
order that such doubts may be clarified authoritatively before tendering once a tender is
submitted, the matter will be decided according to tender conditions in the absence of such
authentic pre clarification.
3) DECLARATION OF THE CONTRACTOR: The contractor should sign the declaration from on page 14
4) INDEMNITY:
The contractor shall indemnify the Government against all actions, suits, claims and
demands brought or made against him in respect of anything done or committed to be
done by the contractor in execution of or in connection with the work of this contract
and against any loss or damage to the Government in consequence of any action or
suit being brought against the contractor for anything done or committee to be done in
the execution of the works of this contract.
5) DEFINITIONS:
Unless excluded by or repugnant to the context.
a) The expression "M.P.K.V." as used in the lender papers shall mean the
Mahatma Phule Krishi Vidyapeeth, Rahuri, Dist. A'nagar. b) The expression "Engineer" or "Engineer-in-charge" as used in the tender papers
shall mean the University Engineer-in-charge of the work for the time being.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 88 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
c) The expression "Contractor" used in the tender papers shall mean the
successful renderer whose tender has been accepted and who has been
authorized to proceed with the work. d) The expression "Contract" as used in tender papers shall mean the deed of
contract together with its original accompaniments and those later
incorporated in it by mutual consent. e) The expression "Plant" as used in the tender papers shall mean every temporary and
necessary means necessary or considered necessary by the Engineer to execute,
construct, complete and maintain the works and used in, altered, modified, substituted
and additional work ordered in the time and the manner herein provided and all
temporary materials and special and other articles of appliances of every sort, kind
and description what - so- ever intended or used thereof. f) "Drawing" shall mean the drawings referred to in the specification and any modification
or such drawings approved in writing by Engineer and such other drawings as may
from time to time the furnished or approved in writing by the Engineer. g) "Engineer's representative" shall man an assistant of the Engineer notified in
writing to the contractor by the Engineer. h) Provisional sum or "Provisional lump sum" shall mean a lump sum included by
M.P.K.V. in tender documents and shall represent the estimated value of work
for which details are not available at the time of issue of tender. i) "Provisional items" shall mean items for which approximate quantities have
been included in the lender documents. j) The "Site" shall means the lands and/or other places, on under in or through which
the work is to be executed under the contract including any other lands or places
which may be allotted by M.P.K.V. or used for the purpose of contract. k) The "Work" shall mean the works to be executed in accordance with the contract or part
(s) thereof as the case may be and shall include all extra or additional, altered
or substituted works as required for performance of the contract. l) The "Contract sum" shall mean the sum for which the tender is accepted. m) The "Accepting Authority" shall mean the officer competent to accept the tender. n) The "Day" shall mean a day of 24 hours from midnight to midnight irrespective
of the number of hours worked in any day in that week. o) "Temporary works" shall mean all temporary works of every kind required in or
about the execution, completion, or maintenance of the works. p) "Urgent works" shall mean any measure which, in the opinion of the Engineer-in-charge,
become necessary during the progress of the work or the persons working, thereon.
Where the context so requires, words importing the singular only also include the plural
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 89 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
and vice-versa.
Heading and marginal notes, if any, to the general conditions shall not be
deemed to from pan thereof or be taken into consideration in the interpretation
or construction thereof the contract. Wherever there is mention of "Schedule of
rates" of the Division or simply D.S.R. in this tender, it will be taken to means
as "the Schedule of the rate of the Division in whose jurisdiction the work lies".
a) University Engineer" means the University Engineer of the Mahatma
Phule Krishi Vidyapeeth Rahuri or his representative. b) "Architect" means every partner of the firm appointed for the works or in the
event of their ceasing to be Architect for the work such other firm or person as
may be appointed by the University, as Architect of this work.
The Architect so appointed is required to obtain all necessary permissions viz.
N.A. permission, commencement certificate, completion certificate, certificate
from all departments of Municipal Corporation required for it's lawful execution/
Occupation of the work / building in question.
The contractor shall allow the Architect to inspect the works who will give directives to
the Contractor through the University Engineer or his representative at the site during
the progress of work to observe rules and regulations of the local authorities. c) "Comptroller" Means the Comptroller of the Mahatma Phule Krishi Vidyapeeth, Rahuri.
d) "Contractor" means the person or persons, firm or company whose tender has
been accepted by Mahatma Phule Krishi Vidyapeeth and includes the
contractor's personal representative, successors and permitted assigns. e) "Contract price" means the sum name in the tender subject to such additions thereto
or deductions therefrom as may be made in the provisions hereinafter contained. f) "Contract Plant" means all appliances or things of whatsoever required in or
about the execution plant or maintenance of works or temporary works (as
hereinafter defined) but does not include materials or other things intended to
for or forming part of the permanent work. g) Services of notice in writing or "Written Notice" means notice of a communication in
writing, typed or printed character sent to the last known private or business address or
registered office to which in the ordinary course of post it would have been delivered. h) "Virtual Completion" means that the completion as in the opinion of the University
is fit for occupation in every respect including removal and scaffolding plant,
surplus materials and rubbish and cleaning of dirt from works and site. i) "Works" means all the works defined by Bill of quantities, drawings, specifications, and
such other works as the contractor may be entrusted with for executing with the contract. j) "Act insolvency" means any of insolvency as defined by the Maharashtra
insolvency Act or any amending Statute.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 90 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
k) "Site Order Book" means the order book which shall be maintained by the contractor
at the site of the work in which instruction shall be given to the contractor by the
university as and when necessary. These orders shall have to be assigned and
complied by the contractor and nothing else will be written on it, if the contractor wants
to represent anything relating thereto, he can do so by separate letter.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 91 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
6) ERRORS, OMISSIONS AND DISCREPANCIES:
a) In case of errors, omissions and / or dis-agreement between written an scaled
dimensions on the drawing or between drawings and specifications etc. the
following order of preference shall apply,
i) Between actual called and written dimensions or descriptions on a drawing the
letter shall be adopted ii) Between the written or shown description of dimensions in the drawing and
corresponding one in the specifications, the later shall apply. iii) Between the quantities shown in schedule of quantities and those arrived at
from the drawings, the later shall be preferred.
b) In case of discrepancy between percentage rate quoted in figures and words,
the lowest of the two will be considered for acceptance of tender. c) In all cases of omission and/or doubts of discrepancies in the dimension or
description of the item or specifications, a reference shall be made to the
University Engineer M.P.K.V. Rahuri whose elucidation, elaboration or decision
shall be considered as authentic. The contractor shall be held responsible for any
errors that may occur in the work through lack of such reference and precaution. d) The special provision in detailed specifications and wording of any item shall gain
precedence over corresponding contradictory provision (if any) in the Standard
Specifications of Public Works Department Hand Book where reference to such
specifications is given without reproducing the details in contract.
7.1 PROGRAMME OF WORK
The work is requiring to be completed within a period of Eighteen months (including the
monsoon period.)
7.2 (A) METHODOLOGY OF CONSTRUCTION AND CONSTRUCTION EQUIPMENTS: Contractor shall furnish at least 15 days in advance his programme of commencement of item or
work, the details of actual methods that would be adopted by contractor for the execution of various
items of work such a well sinking, cas-in-situ, super structure for Bridge work and Earth work,
W.B.M. Black topping items etc. for Road works supported by necessary detailed drawing and
sketches Including those of the plant an Machinery that would be used their locations, arrangement
for conveying and handling materials etc. and obtain prior approval of the Engineer-in-charge
reserves the right to suggest modifications or make complete changes in the method proposed by
the contractor, whether accepted previously or not at any stage of the work,
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 92 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
to obtain the desired accuracy, quantity and progress of the work which shall be bining on
the contractor, and no claim on account of such change in method of execution will be
entertained by M.P.K.V. so long as specifications of the item remain unaltered. The side
responsibility for the safety and adequacy of the methods adopted by the contractor, will
however, rest on the contractor irrespective of any approval given by the Engineer.
In case of slippage from the approved work programme at any stage, the contractor
shall furnish revised programme to make up the slippage within the stipulate Time
schedule an obtain the approval of the engineer to the revised programme.
(b) CONSTRUCTION EQUIPMENT: The contractor shall be required to give a trial run of the equipments for establishing their capability
to achieve the laid down specifications and tolerance to the satisfaction of the Engineer before
commencement of the work. All equipment provided shall be of proven efficiency and shall be
operated and maintained at all times, in a manner acceptable to the Engineer and no equipment or
personnel will be removed from site without permission of the Engineer.
(c) PROGRESS SCHEDULE: The contractor shall furnish within the period of one month of the order to start the work, the
programme of work in CPM/PERT charts in quadruplicate indicating the date of actual start, the
monthly/progress expected to be achieved an the anticipated completion date of each major item of
work to be done by him, also indications dates of procurement and setting up of materials, plant and
machinery. The schedule is to be such as is practicable of achievement towards the completion of
whole work in the time limit, the particulars items, if any, on the due dates specified in the contract
and shall have the approval of the Engineer-in-charge. No revised schedules hall be operative
without such acceptance in writing. The Engineer is further empowered to ask for more detailed
schedule or schedules say; week by week for any item to items, in case of urgency of work as will
be directed by him and the contractor shall supply the same as and when asked for.
The contractor shall furnish sufficient plant, equipment an labour as may be necessary
to maintain the progress of schedule. The working and shift hours restricted to one shift a day
for operations to be done under the Government supervision shall be such may be approved by
the Engineer-in-charge. They shall not be varied without the prior approval of the Engineer.
Night work which requires supervision shall not be permitted except when specifically allowed
by Engineer each time if required by the contractor. The contractor shall provide necessary
lighting arrangements etc. for night work as directed by Engineer without extra cost.
Further, the contractor shall submit the progress report of work in prescribed from and
charts etc. at periodical intervals, as may be specified by the Engineer-in-charge.
Schedule shall be in the form of progress charts, forms, progress statement and / or
reports a's may be approved by the Engineer.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 93 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
The contractor shall maintain proforma charts; details regarding machinery, equipment,
labour, materials, personnel etc. as may be specified by the Engineer and submit
periodical returns thereof as may be specified by the Engineer-in-charge.
AGENT AND WORK ORDER BOOKS: The contractor shall himself manage the work or engage an authorized all time agent on the
work capable of managing and guiding the work and understanding the specifications and
contract conditions. A qualified and experienced, engineer shall be provided by the contractor
as his agent for technical matters in case the Engineer-in-charge considers this is essential for
the work and directs contractors. He will take orders as well be given by the University
Engineer or his representative and shall be responsible for carrying them out. This agent shall
not be changed without prior intimation to the University Engineer and his representative on the
work site. The contractor shall supply to the Engineer the details of all supervisory and other
staff employed by the contractor and notify changes when made and satisfy the Engineer
regarding the quantity and sufficiency of the staff, thus employed. The Engineer will have the
unquestionable right to ask for changes in the quality and number of contractor's supervisory
staff and to order removal from work of any of such staff. The contractor shall comply with such
others and effect replacements to the satisfaction of the Engineer. A work order book shall be maintained on site it shall be the property of M.P.K.V. and the contractor
shall promptly sign orders given therein by the Executive Engineer or his representing and his
superior officers and comply with them. The compliance shall be reported by the contractor to the
Engineer in good time so that it can be checked. The blank work order book with machine numbered
pages will be provided by the department free of charges for this purpose. The contractor will be
allowed to copy out instructions therein from time to time. __________
(9) SETTING OUT (I) ROAD WORKS:
9.1 The contractor shall establish working bench marks in the area soon after taking
possession of the site. The reference Bench mark for the area shall be as indicated
in the Contract Documents. The working bench marks/ shall be at the rate of four
per KM and also at or near all drainage structures, over bridge and underpasses.
The working bench marks/ levels should be got approved from the engineer.
Checks must be made on these bench marks one every month and adjustment if
any got agreed with the Engineer and recorded. An upto date record of all bench
marks including approved adjustment, if any shall be maintained by the contractor
and also a copy supplied to the Engineer for his record. 9.2 The lines and levels of formation, side slopes, drainage, carriageways and
shoulders shall be carefully set out and frequently checked, care being taken to
ensure that correct gradients and cross sections are everywhere obtained.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 94 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
9.3 In order to facilitate the setting out of the works, the centre line of the carriageway or
highway must be accuracy established by the contractor and approved by the Engineer. It
must then be accurately referenced in a manner satisfactory to the Engineer every 50 m.
intervals in plain and rolling terrain and 20 m. intervals in hilly terrain and in all curve points
as directed by the Engineer, with marker pegs chainages boards set in or near the fence
line, and a schedule of reference dimensions shall be prepared and supplied by the
contractor to the engineer. These markers shall be maintained until the works reach
finished formation level and are accepted by the Engineer.
9.4 On construction reaching the formation level stage the center lines shall again
be set out by the Contractor an when approved by the Engineer shall be a
accurately referenced in a manner satisfactory to the Engineer by marker pages
set at the outer limits of the formation. 9.5 No reference page of market shall be moved or withdrawn without the approval
of the Engineer and no earthwork or structural work shall be commenced until
the centre line has been referenced. 9.6 The contractor will be the sold responsible party for safeguarding all survey monuments,
bench marks, beacons etc. the Engineer will prove the Contractor with the data necessary
for the setting out of the center lineall dimensions and levels shown on the drawings or
mentioned in document forming part of or issued under the contract shall be verified by the
contractor on the site and he shall immediately inform the Engineer of any appearant errors
of (discrepancies) in such dimensions or levels. The contractor shall after or in connection
with the setting gut of the centre line, survey the terrain along the road and the centre line
and cross sections at intervals as required by the Engineer.
9.7 After obtaining approval of the Engineer, work on earthwork can commence and the profile
and the cross sections shall from the basis for measurements and payment. The contractor
is responsible for checking that all the basic traverse points are in place at the
commencement of the contract and if any are mission or appear to have been disturbed,
the Contractor shall make rearrangements in reestablish these points A "Survey File"
containing the necessary data will be made available purpose design notification of the
centerline or grade are advisable the Engineer will issue detailed instructions to
the contractor and the contractor shall perform the modifications in the field, as
required and modify the ground levels on the cross sections accordingly as
many times as required. There will be no separate payment for any survey work
performed by the Contractor. The cost of these services shall be considered as
being included in the cost of the iterrfe of the work in the bill of Quantities. 9.8 The work of setting out shall be deemed to be a part of general works preparatory to
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 95 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
the execution of the work and no separate payment shall be made for the same.
II) SETTING OUT FOR (BRIDGE WORKS):
Immediately on receipt of the work order, the Contractor shall at his own expense
clean the site and take up a provisional and final setting out an lining out of the
work under the supervision of his responsible representatives and shall provided
necessary material labour, toots instruments etc. required for the same.
One tentative abutment location will be indicated by Engineer-in-charge and the centre line
of the bridge shall be defined by him. The contractor will then have to fix up the location of
the other abutment. The abutment location will then be verified by the Department and may
be adjusted. Once the final location of the abutment is so finalized it will be the contractor’s
responsibility to line out and locate the remaining foundations.
The contractor shall be responsible for true and proper setting out of the works and for
the corrections of the positions, level dimensions and agreement of all the parts of
works, and for providing all necessary instruments appliance and labours in connection
therewith at his own cost. Officers may assist the Contractor in proper setting out
Government instruments may be allowed to be used for setting out of the work for
which no cost shall be recovered from the contractor. If at any time furnishing the
progress of work. Any error arise in regard to leaves or dimensions or alignment of any
part of the work rectification thereof on being required to do so will be carried out by the
contractor at his own cost, unless such errors are based on in correct data, supplied in
writing by the Engineer or his authorized representative in which case the expense of
the rectification shall be refunded by M.P.K.V.
The checking of any setting out or checking levels by the Engineer or his authorised
representative shall not in any way relieve the contractors of his responsibility for the
correctness thereof. The contractor shall carefully protect and preserve all bench marks
site rails, pegs another things used in setting out of works.
SETTING OUT FOR (BUILDING WORKS)
The Engineer-in-charge shall furnish the contractor with only the four corners of
the work site and a level bench mark and the contractor shall set out the works
and shall provide an efficient staff for the purpose and shall be solely
responsible for the accuracy of such setting out.
The Contractor shall provide fix and be responsible for the maintenance of all stacks,
templates, level marks profiles and other similar things and shall take all necessary
precautions to prevent their removal or disturbance and shall be responsible for the
consequence of such removal or disturbances should be the same take place and for
their efficient and timely re installment. The contractor shall also be responsible for the
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 96 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
maintenance of all existing survey marks boundary marks, distance marks and centre
line marks, either existing or supplied and fixed by the contractor. The work shall be set
out the satisfaction of Engineer-in-charge. The approval therefore or joining with the
Contractor by the Engineer-in-charge in setting out the work shall out relieve
the contractor or joining with the contractor by the Engineer-in-charge in setting
out the work, shall out relieve the contractor of any of his responsibilities.
Before beginning the work, the contractor shall at his own cost provide all necessary
reference and level posts, pegs, bamboos, flags, ranging rods, strings and other materials
for proper layout of the work in accordance with the scheme for bearing marks acceptable
to the Engineer-in-charge. The centre, longitudinal or face lines and cross line shall be
marked by means of small masonry pillars. Each pillar shall have distinct mark at the centre
to enable theodolite to be set over it. No work shall be started until all these points are
checked and approved by the Engineer-in-charge in writing but such
• Approval shall not relieve the contractor of any of his responsibilities. The
contractor shall also provides all labour, material and other facilities, as necessary
for the proper chocking of layout and inspection of the points during construction.
Pillar bearing geodetic marks located at the site of units of works under the
construction should be protected and fenced by the contractor.
On complication of works, the contractor must submit the geodetic documents according to which the works was carried out.
RESPONSIBILITIES FOR LEVEL AND ALIGNMENT:
The contractor shall be entirely and exclusively responsible for the horizontal
and vertical alignment, the levels and correctness of every part of the work and
shall rectify effectually any errors or imperfections therein; such rectifications
shall be carried out by the contractor at his own cost, when instructions are
issued to that effect by the Engineer-in-charge.
10) LEVELING INSTRUMENTS:
If measurements of items of the work are based on volumetric measurements
calculated from levels taken before and after constructions of the item, a large
number of leveling stays tapes etc. will have to be kept available by the Contractor
at the site of work for this purpose. Lack of such leveling staves; tapes etc. in
required numbers may cause delay in measurements and the work. The contractor
will have therefore to keep sufficient number of these readily available at site. 11) AUTHORITIES OF THE ENGINEER IN CHARGE'S REPRESENTATIVE:
The duties of the representative of the Engineer-in-charge to watch and supervise the
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 97 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
work and to test and examine any material to be used or workmanship
employed in connection with the works.
The Engineer-in-charge may from time to time, in writing delegate to his
representative any powers and authorities vested in the Engineer-in-charge and
shall furnish to the contractor a copy of all such delegations of power and
authorities, Any written instructions of approval given by the representative of
the Engineer-in-charge to the contractor within the terms of such delegations
(but not otherwise) shall bind the contractor and the department as through it
had been given by the Engineer-in-charge, provided always as follows.
Failure of the representative of the Engineer-in-charge to disapprove any work
or materials shall not prejudice the power of the Engineer-in-charge thereafter
to disapprove such work or materials and so order the putting down, removal of
break in up thereof.
12) CO-ORDINATION:
When several agencies for different sub-works of the project are to work
simultaneously on the project site, there must be full coordination and cooperation
between contractors to ensure timely completion of the whole project smoothly.
The scheduled dates for completion specified in each contract shall therefore, be
strictly adhered to Each contractor may make his independent arrangement for
water, power, housing etc. if they so desire On the other hand the contractors are
at liberty of mutual agreement in this behalf and make joint arrangements with the
approval of the Engineer. No single contractor shall take or cause to be taken any
steps or action that may cause, disruption discontent, or disturbance of work,
labour or arrangement etc. of the other contractor which the Engineer in his
unquestioned discretion may consider as infringement of the above code, would be
considered as a breach of the contract conditions and shall be dealt with as such.
In case of any dispute, disagreement between the contractors, the Engineer's decision
regarding the coordination, co-operation and facilities to be provided by any of the
contractors shall be final and binding on the contractors concerned and such a decision
or decisions shall not vitate any contract nor absolve the contractor(s) of his/ their
obligations under the contract nor consider for the grant for any claim or compensation. 13) ASSISTANCE IN PROCURING PRIORITIES, PERMITS, ETC.:-
The Engineer, on a written request by the contractor, will, if in his opinion, the request is
reasonably and in the intersect of work and its progress assist the contractor in securing,
the priorities for deliveries transport permits for controlled materials etc. where such are
needed. The M.P.K.V. will not however, be responsible for the non-availability of such
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 98 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
facilities or delay in this behalf and no claims on account of such failure or
delays shall be allowed by the M.P.K.V.
The Contractor shall have to make his own arrangement for machinery required
for the work. However, such machinery conveniently available with the
Department, may be spread as per rules in force on recovery of necessary
Security Deposit and rent with agreement in the prescribed from. Such an
Agreement shall be independent of this contract and the supply of machinery
shall not form a ground for any claim or extension of time limit for this work.
14) QUARRIES:-
14.1 No P.W.D. quarries are available with this Department. The contractor(s) shall
have to arrange the same himself/ themselves. 14.2 The quarrying operations shall be carried out by the Contractor with proper
equipment such as compressors, Jack-hammers, drill bits, explosives etc. and
sufficient number of workmen shall be employed so as to get the required out- turn. 14.3 The Contractor shall carry out the works in the quarries on conformity with all the rules and
regulations already laid down or that may be laid down from time to time by M.P.K.V. Any
cost incurred by M.P.K.V. due to non compliance of any rules or regulations or due to
damages by the Contractor shall be the responsibility of the Contractor. The Engineer-in-
charge or his representative shall be given full facilities by the contractor for inspection at all
times of the working of query, records maintained, the stocks of the explosives and
detonators etc. So as to enable him to check that the working records and storage are all in
accordance with the relevant rules. The Engineer-in-charge or his representatives shall at
any times be allowed to inspect the works, buildings and equipment at the quarters.
14.5 The Contractors shall maintain at his own cost the books, registers etc. required
to be maintained under the relevant rules and regulations and as directed by
the Engineer-in-charge. These books shall be open for inspection at all times by
the Engineer-in-charge or his representative and the contractors shall furnish
the copies of extracts of books or registers as and when required. 14.6 All quarrying operations shall be carried out by the Contractor in organised and
expenditious manner, systematically and with proper planning. The Contractor shall engage
licensed blasters and adopt electric blasting and / or any other approved method which
would ensure complete safety to all the mean engaged in the quarry and its surroundings.
The Contractor shall himself provide suitable magazines and arranges to procure and store
explosives etc. are required under the rules at his own cost. The design and the location of
the magazine shall be got approved in advance from the Chief Inspector of Explosive and
the Rules and Regulations in this connection as laid down by the
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 99 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
Chief Inspector of Explosive form time to time shall be strictly adhered to by the
contractor. It is generally experienced that it takes time to obtain the necessary
licence for blasting and licence for storage of materials from the concerned
authorities. The Contractor must, therefore, take timely advance action for
procuring all such licences so that the work progress may not be humpered.
14.6 The approaches to the quarrying places from the existing public roads shall
have to be arranged by the Contractor at his own cost and the approaches shall
be maintained by the Contractor at his own cost till the work is over. 14.7 The Quarrying operations shall be carried out by the Contractor to the entire satisfaction of
the Engineer-in-charge and the development of the quarry shall be made efficiently so as to
avoid wastage of stones. Only such stones as are of the required quality shall be used on
the work. Any stone which is in the opinion of the Engineer-in-charge, not in accordance
with the specifications or of required quality will be rejected at any time, at the quarry or at
the site of work. The rejected stones shall not be used on the work and such rejected
materials shall be removed to the place shown at the Contractor's cost. 14.8 Since all stones quarried from Government quarry (if made available) by the Contractor
including the excavated over burden are the property of the Government. No stones or
earth shall be supplied by the Contractor to any other agencies or works or allowed to
be taken away for any other works. All such surplus quarried materials not required for
work under this contract shall be the property of the Government and shall be handed,
over to the Contractor to Government free of cost at quarry site duly heaped at the
spots indicated by the Engineer-in-charge. The contractor will be entitled to do the
refund of royalty if any paid by him for such quantity handed over to Government for
which necessary certificate will be issued by Executive Engineer as per usual
procedure. If however, the M.P.K.V. does not required such surplus material the
Contractor may be allowed to dispose off or use such material elsewhere with prior
written permission of the Engineer-in-charge. Leaving off a quarry face or opening of a
new quarry face shall be done only on the approval of the Engineer-in-charge. 14.9 Quarrying permission will have to be directly obtained by the contractor from the Collector
of the District concerned for which purpose the Department will render necessary
assistance. All quarry fees, royalty charges, octroi duties, ground rent for staking material
etc. if any to be paid, shall be paid directly by the contractor as per rules in force. The
Contractor will however, be entitled to a refund of part of such charges as are admissible
under rules as mentioned elsewhere in this contract after obtaining a certificated from the
Engineer-in-charge that the material were required for use on Government works. 14.10 The Contractor will be permitted to earect at his own risk and cost at the quarry site if
suitable vacant space in M.P.K.V. area is available for the purpose his own-structures for
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 100 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
stores, offices etc. at places approved by the Engineer-in-charge. On
completion of the work the contractor shall remove all the structures erected by
him and restore the site to its original condition.
14.11 The Contractor shall not use any land in the quarry either for cultivation or for
any other purpose except that required for breaking or transporting stones.
15) COLLECTION OF MATERIALS:
i) Where suitable and approved P.W. Department's quarries exist, the contractor or piece
worker will be allowed if otherwise there is no objection to obtain the materials to the
extent required for the work from the quarry. He will be , however, liable to pay
compensation of any damage if caused to the quarry either deliberately or through
negligence or for wastage of materials by himself or his staff or labour. The Contractor
shall pay necessary royalty in advance and claim refund according to rules, if
admissible, and shall submit detailed accounts or materials from quarries as directed. ii) Where no suitable P.W. Department's quarries exist or when the quantity of the
material required cannot be obtained from a P.W. Department quarry the Contractor or
piece-worker shall make his own arrangements to obtain the material from existing or a
new quarry in Government waste land, private land or land belonging to other" States
or talukas etc. After opening the quarry but before starting collection the quarry shall be
got approved by the Engineer-in-charge or his representatives. The Contractor or piece
worker shall pay all royalty charges compensation etc. No claims or responsibility on
account of any of obstructions caused to execution of the work by difficulties arising out
of private owners of the land will be entertained. iii) The rates in the tender include all incidental charges such as opening of new
quarry, opening out a new portion in an existing quarry, removing top soil and
the unsuitable material, quarry, cost of blasting power of fuse, lift, lead, repairs
to existing cart tracks, marking new cart tacks, control charges, Central/ State
Government or Municipal Taxes, Local Board Cess etc. iv) The rates in the tender are for the delivery of the approved material on road
side properly stacked at the places specified by the Engineer-in-charge and are
inclusive of conveyance charges in respect of the leads and lifts. No claims on
account of changes in lead will be entertained. v) No material shall be removed from the land within the road boundary or from the land
touching It without the written permission of the Engineer-in-charge or his authorised agent.
If any material is unauthorisely obtained from such places , the contractor or piece worker
shall have to make good the damages and Pay such compensation in addition as may be
decided by the Executive Engineer and will have to stop further collection.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 101 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
vi) Any material that falls on any P.W.D. road from the card etc. during conveyance shall be
immediately picked up and removed by the Contractor or piece worker, failing which it wit
be got removed Departmentally at his cost. No heap shall be left prior to stacking even
temporarily on the road surface or in any so as to cause any obstruction or danger to the
traffic. The any claims of compensation etc arising out of any accident etc. any such
materials causing obstruction or danger etc will be got removed Departmentally at his cost
thus removed will be entertained. The contractor Shall also be responsible for the damage
or accident etc arising out of any material that falls on the road or track, not in charge of the
Department and shall attend to any complaints which may be received.
vii) The materials shall not be stacked in place where it is liable tb~ be damaged or
lost due to traffic passing over it, to be washed away by rain or floods, to be
buried under the land slides etc. of the slip down and embankment or hill side
etc. No claims for any loss due to these and similar causes will be entertained. viii) Before stacking, the materials shall be free from all earth, rubbish vegetable matter
and other extraneous substance and in the case of metal, screened to gauge if so
directed when ready. It shall be stacked entirely clear of the road way on ground
which has been cleaned of vegetation and levelled. On high banks ghat roads etc.
where it may not be practicable to stack it entirely clear of the roadway it may be
stacked with the permission of the Engineer-in-charge on brms in such a way as to
cause minimum danger and obstruction to the traffic or as may be directed by him. ix) The size of the stack for materials other than rubble shall be 1.0 m x 1.0 x 0.5
m. or such other size as may be directed by the Engineer-in-charge and all but
one stack in furlong shall be of the same uniform size and shall be uniformly
distributed over whole lengths. One stack (at the end) in each furlong may be of
length different from the rest in order to adjust total quantity to be required but
its width arfd height will be the same as those of the rest. x) The University Engineer shall supply the contractor with statement showing furlong
wise quantities that will be required and the order in which the collection is to be
done. No materials in excess of requirements in that furlong shall be staced. Any
excess quantity shall be removed at the Expense of the contractor or piece worker
to where it is required before the material in that furlong is finally measured. xi) In stacking materials the deposition shall commence at the end of the mile furthst from the
quarry and be carried continuously to the other end (unless otherwise directed by the
University Engineer). Stacking in one furlong shall be completed before it is started in
another unless directed otherwise in writing by the University Engineer. Measurements of
the materials stacked in a furlong will not be recorded until the full quantity required has
been stacked unless otherwise authorised by Engineer in writing. Collecting and spreading
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 102 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
shall not be carried out at the same time in one and the same mile or in two
adjoining miles except with the written permission of the University Engineer.
xii) Unless otherwise directed the materials shall be collected in the following order
according to availability of space (1) Rubble (if included in tender) (2) metal (3) Soft
murum and (4) Hard murum. Hard murum shall be stacked on the side opposite to
that on which soft murum has been stacked. Similarly, metal collected for petty
repairs shall be sfacked on the side opposite to metal for new layer. Where metal
for two layers has to be stacked, as in the case of new roads, the metal for each
layer shall be stacked on the opposite sides of the road. xiii) All road material shall be examined and measured before it is spread. The labour for
measurements (and check measurements wherever carried out shall be supplied by the
contractor or piece worker. Immediately after the measurements are recorded the stacks
shall be marked by the contractor or piece worker by white wash or otherwise as may be
directed by the University Engineer to prevent from any possibility of the same material
being measured and recorded over again and to prevent any unauthorized tampering with
the stacks. If the contractor or the piece worker fails to attend the measurements of
materials after receiving the notice from the University Engineer or his subordinate stating
date and time of the intention to measure the work, , shall be measured nevertheless and
no complaint in this respect will be entertained later on. If the contractor or piece worker
fails to supply sufficient labour for the materials required at the time to measurements or
check measurements, after due notice has been given to him, the expenses incurred on
account of employing departmental labour or material etc . or any accident or occurrence
what-so-cver in connection, there wtili. all operations in or for which explosives are
employed being at the risk of contractor and upon his sole responsibility and the contractor
hereby gives to M.P.K.V. an absolute indemnity in respect thereof xiv) No deduction will be made for voids.
16) THEMPORARY QUARTERS AND SITE OFFICE :-
i) The contractor shall at his own expense maintain sufficient experienced supervisory
staff etc. required for the work and shall make his own arrangement, provide
housing for them with nil necessary arrangements, including fire preventive
measures etc. as directed by the Engineer -in- charge ii) The contractor shall provide, furnish, maintain and remove on completion of the work, a
suitable office on the wok site for the use of University Engineer's representative. The Sft.
Covered area Exclusive of Verandah should not be less than 400. Ii may have brick walls
and asbestos or corrugated iron roof, paved floor should be 18" above ground level. He
should provide a suitable latrine, urinals and keep (hem clean daily, this will be supposed
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 103 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
to be included in his rate.
17) TREASURE TROVE :- ln (he event of discovery by (he contractor or his
employees, during the progress of the work of any treasure, fossils, minerals
or any other articles of value or interest, the contractor shall give immediate
intimation thereof to the Engineer and forthwith hand over to the Engineer such
treasure to things which shall be the proper! y of Government. 18) PATENTED DEVICE:
Whenever the contractor desires to use any designed devices, materials or process
covered by the letter of patent or copy right, the right for such use shall be secured
by suitable legal arrangement and agreement with patent owner and the copy of
their agreement shall be with the Engineer-in-charge if so desired by the later. 19) EXPLOSIVES:
The contractor shall at his own expense construct and maintain proper magazines, if
such are required for the storage of explosives for use in connection with the work and
such magazine, being situated constructed and maintained in accordance with the
Government Rules applicable in the behalf. The contractor shall at his own expenses
obtain such license or Licenses as may be necessary for storing and using explosives
notwithstanding that the location etc. or storage of explosives are approved by the
Engineer, the M.P.K.V shall not be incurring any responsibility whatever in connection
with storage and use of explosives on (he site or any accident or accurance what so
ever in connection, there with, all opration in or for which explosive are employed being
at the risk of contractor and upon his sole responsibility and the contractor hereby give
to MPKV and absolute indemnity in respect therefore. 20) DAMAGE BY FLOODS OR ACCIDENTS :-
The contractor shall take all precautions against damage by floods or like or from accident
etc. No compensation will be allowed to the Contractor on this account or for correcting
and repairing any such damage to the work during construction. The contractor shall be
liable to make good at his cost any plant or materials belonging to the Government lost or
damaged by floods or from any other cause which is in his charge. 21) POLICE PROTECTION :-
For the Special Protection of camp and of the contractor's works, the
Department will halp the contractor as far as possible to arrange for such
protection with the concerned authorities if so required by the Contractor in
writing, the full cost of such protection shall be borne by the Contractor. 22) TRAFFIC REGULATION FOR ROAD WORKS :-
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 104 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
22.1 Unless separately provided for in the contract, the Contractor shall have to make all
necessary arrangements for regulating traffic, day to night during the period of construction
to the entire satisfaction of the Engineer. This includes the construction and maintenance of
diversions if necessary. The contractor shall have to provide necessary caution bonds,
barricades flags, lights and watchmen etc. so as to comply with the latest Motor Vehicles
Rules and regulation and lor traffic safely and lie shall be responsible for all claims from
accidents which may arise due to his negligence whether in regulating (he traffic or in
stacking material on the roads, or due to any other reasons.
22.2 The contractor shall at ail times carry out the work on the road in a
manner creating least interference to the flow of traffic, while consistent with the
satisfactory execution of the same. For all works involving improvements to the
existing road, the contractor shall, in accordance with the directives of the
Engineer-in-charge, provide and maintain, during the execution of work a
passage for traffic, either along a part of the existing carriage way under
improvement, or along a temporary diversion constructed close to the road.
22.3 TRAFFIC REGULATION FOR BRIDGES AND C.D.WORKS :-
It is to be clearly understood that whatever work carried out by the Contractor for
construction of diversion road including earthwork. W.B.M. bituminous surface
dressing. R.C.C. pipe drains etc. will be paid lord only once if the items Of temporary
diversion are included in the Contract and if due to flow of traffic, due lo floods or due to
any other cause, this diversion road and/or the R.C.C. drain gets damaged it shall be
repaired and maintained by the Contractor in good conditions till completion of the
whole work at his own expenses. Traffic safety and control shall be as per cause No.
112.4 of M.O.S.T. Specification for Roads and Bridges (ll nd Revision 1990).
23) SUPERVISION AND INSPECTION OF WORKS AND QUALITY
CONTROL :-23.1 SUPERVISION :-
The contractor shall either himself supervise the execution of the works or shall
appoint the competent agent approved by the Engineer-in-charge. to act on his
behalf. If in the opinion ol the Engineer-in-charge, the contractor has himself no
sufficient knowledge and experience of receiving instructions or cannot give his
full attention to the works, the contractor shall at his own expenses, employ as
his accredited agent a qualified Engineer approved by the Engineer-in-chargc.
Orders given to the contractor's agent shall be considered to have the force as if these had
been given to the contractor himself. If the contractor fails to appoint a suitable agent as
directed by the Engineer-in-charge. the Engineer-in-charge shall have full power to
suspend (he execution of the work until! such date a suitable agent is appointed and the
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 105 - 0
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
contractor shall be responsible for the delay so caused to the works and
contractor shall not be entitled for any compensation on this behalf.
23.2 INSPECTION :-
The contractor shall inform the Engineer-in-charge in writing when any portion of the work
is ready for inspection giving him sufficient notice to enable him to inspect the same without
affecting the further progress of the work. The work shall not be considered to have been
completed in accordence with the terms of the contract un till the Engineer-in-charge shall
have certified in writing to that effect. Approval of materials or workmenship or approval of
part ol the work during the progress of execution shall not bind the Engineer-in-charge or in
any way affect him even to reject the work which is alleged to be completed and to
suspend the issue of his certificate of completion until] such alteration and modifications or
reconstruction have been effected at ihe cost of the contractor as shall enable him to certify
that the work has been completed to his satisfaction.
The contractor shall provide at his cost necessary ladders and such
arrangements as to provide necessary facilities and assistance for proper
inspection of all parts of the work at his own cost.
24) INITIAL MEASUREMENTS FOR RECORDS :-
Where, for proper measurement of the work, it is necessary to have and inlitial set of
levels or other measurements taken, the same as recorded in the authorised field book
or measurement book ol M.P.K.V. by the Engineer or his authorised representative will
be signed by the contractor who will be entitled to have a true copy of same made at
his cost. Any failure on the part of the contractor to get such levels etc, recorded before
starting the work will render him liable to accept the decision of the Engineer as to the
basis of taking measurements. Like-wise the contractor will not cover any work which
will render its subsequent measurements difficult or impossible without first getting the
same jointly measured by himself and the authorised representative of the University
Engineer. The record of such measurements on the M.P.K.V. side will be signed by the
Contractor and he will be entitled to have a true copy of the same made at his cost. 25) SAMPLES AND TESTING OF MATERIALS :-
i) All materials to be used on work shall be got approved in advance from the Engineer-
in-charge and shall pass the test and/or analysis required by him which will be
(a) as specified in the specification for the items concerned and/or
(b) I.S.I, specifications (whichever and wherever applicable) or
(c) such recognized specifications acceptable to Engineer-in-charge as equivalent
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 106 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
there too absence of such authorised specification.
d) such requirement (est and/or analysis as may be sped fed by the Engineer-
in-charge in order of p/ecedence given above.
ii) The Contractor shall at his risk and cost make all arrangements and/or shall
provide all such facilities as the Engineer-in-charge may require for collecting,
preparing required number of samples for test or analysis at such time and to
such places as may be directed by Engineer and bear all such charges. Such
samples shall also be deposited with Engineer-in-charge.
iii) The contractor shall if and when required submit at his cost the samples of materials
to be tested or analyzed and if so directed, shall not make use of or incorporate in the
work any materials represented by the samples until the required tests or analysis have
been made and the materials, finally accepted by the Engineer-in-charge.
iv) The contractor shall not be eligible for any claim or compensation either arising
out of any delay in the work or due to any corrective measure required to be
taken on account of and as a result of testing of the materials.
v) The contractor or his authorised representative will be allowed to remain present in the
departmental alboratory while testing samples furnished by him. ; However, the results of all
the tests carried out in the departmental laboratory in the presence of absence of the
contractor or his authorised representative \\ ill be binding on the contractor.
vi) The contractor shall at his own cost set up laboratory to carry out the routine
tests of materials which are to be used on the work. The tests will have to be
carried out eighter in his field laboratory or in an approved laboratory. In case
tests are carried out in field laboratory, atleasl 50% test should be carried out in
nearest quality control laboratory for the Department.
vii) In case of material procured by the contractor, testing as required by the codes and
specifications shall be arranged by him at his own cost. Testing shall be done in the
presence of authorised representative of the Engineer-in-charge at the nearest
approved laboratory. If additional testing other than as required by specification is
ordered, the testing charges, shall be borne by the Department, if the lest results are
satisfactory and by the contractor if the same are not satisfactory.
viii) In case of materials supplied by the M.P.K. V. if the contractor demands
certain testing, the charges thereof shall be paid by the contractor if the testing
results are satisfactory and by the Department if the same are not satisfactory. '
ix) All Quality control test should be got done from the Institute as directed by
the Engineer Incharge.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 107 - 0
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
26) CHANGE OF CEMENT CONTENTS ETC. :-
The tendered rated for any item, involving the use of cement shall apply to the quantity
of cement pacified for the mix for that item in the specifications. If for any reasons,
except those required for compensating he deficiencies. in the components, the
cement content and properties are altered by the Engineer (Engineer-n-charge) at any
time or from lime to time the tendered rales for the particular item and quantity or
quantities, hall be duly enhanced or reduced only to account for the addition or
reduction in cost of the cement content rom that laid down in the specification at the
rales specified in the Schedule 'A' of the contract plus 10% to over all other incidental
charges whatever. Likewise if any additives compounds water proofing materials tc. arc
ordered by the Engineer to be added to the mortar or concrete, no extra rate shall be
payable for this hanged which shall be carried out as per direction of the Engineer-in-
charge, provided cost of such additives is borne by M.P.K.V. or these are supplied free
of costs to contractor at site by the M.P.K.V. 27) CEMENT CONCRETE:-
27.1 General:
a) All concrete shall be controlled concrete and machine mix unless
otherwise directed by Engineer-in charge. For controlled or High grade
concrete, the grading of aggregates shall be got approved from the Engineer.
b) The correct proportions and the total amount of water for the mix will
be determined by means of preliminary tests and shall be got approved by the
Engineer. However, such approval docs not relieve the Contractor from his
responsibility regarding the minimum works strength requirements. Work test
shall be taken in accordance with relevancodes specifications. All proportioning
of aggregates shall be done by weight if so ordered by the Engineer.
c) All mixing shall be done by mechinieal means in approved mixers, the
Engineer may at his discretion, allow in writing hand mixing of concrete for
minor items where small quantities are involved but in that case the Contractor
shall increase the cement content of the mixure by 10% without any extra cost.
d) The form work used shall be made preferably of steel or with lining of
steel. Wooden shuttering may be allowed at the discretion of the Engineer e.g.
lintels small slabs and beams coping etc.
e) The concrete shall be machincally vibrated for proper compaction by the
method approved by the Engineer.
f) The concrete shall be cured only by a sweet potable water for full 21 days after
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 108 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
the time or the period specified in the detailed specification or as may be
directed by Engineer-in-charge.
27.2 FORM WORK AND STAGING FOR BRIDGE STRUCTURES :
27.2.1 For bridge structure. Forms for concrete shall be constructed of mild steel
plates or marine plywood and be of substantial and rigid construction true to shape
and dimensions shown on the drawings. Where metal forms are used all bolts and
rivets shall be counter sunk and well ground to provide a smooth plane surface.
27.2.2 Forms shall be morter tight and shall be sufficiently rigid by the use of ties
and brancings to prevent any displacement or sagging between supports. They
shall be strong enough to withstand all pressure, ramming and vibration, without
deflection from the prescribed lines occurring during and after placing the concrete
and shall be tight enough to prevent any appreciable loss of concrete during
vibration. Screw jacks or hard wood wedges where required shall be provided to
make up any settlement in the form work before or during the placing of concrete.
27.2.3 Schedule ember shall be provided in horizontal members of structures,
specially in long spans to counter act the effects of any deflection. The form
work shall be so fixed as to provided for such camber.
27.2.4 Forms shall be so constructed as to be removal in
sections in the desired sequence. Without damaging the surface of concrete
ordisturbine other section
27.5 NUMBER OF SETS OF STAGING AND SHUTTERING AND EQUIPMENT.
(FOR BRIDGE WORKS ONLY)
IN ORDER TO ENSURE COMPLETION OF BRIDGE WITHIN THE STIPULATED PERIOD, THE
CONTRACTOR SHALL HAVE TO ARRANGE A MINIMUM NUMBER OF SETS OF STAGING
AND SHUTTERING AS WELL AS EQUIPMENT OF THE REQUIRED SIZE
FOR DIFFERENT COMPONENTS as STIPULATED HEREUNDER >
I) FORWELL a) Staging and.................... sets.
foundations shuttering.
b) Equipments sets.
ii) For Other (a) Staging and................ sets.
items of shuttering,
substructure (b) Equipments................. sets.
iii) For super (a) Staging and————— sets. structure. shuttering.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 109 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
(b) Equipment’s ——— sets.
Use of slip form shuttering wherever feasible will be preferred,
27.2.6 Forms shall be constructed so as to be removable in sections in the desired
sequence without damaging the surface of concrete ordistrubing other sections.
28) MISCELLANEOUS :-
1. Rate shall be inclusive of ST.. General Tax and other Taxes etc.
2. For providing electric wiring or water lines etc. recesses shall be
provided if necessary through walls, slabs, beams etc. and later refilling up with
bricks or stone chipping, cement mortar without any extra cost.
3. In case it becomes necessary for the due performance of the contract
for the Contractor to occupy land outside the Department limits the Contractor
will have to make his own arrangements with the land owners and to pay such
rents if any are payable as mutually agreed between them.
The Department will afford the Contractor all the reasonable assistance to
enable him to obtain Government land for such purpose on usual terms and
conditions as per rules of Government, if such land is available.
4. The special provision in detailed specifications or wording of any item
shall gain precedence over corresponding contradictory provision (if any) in the
standard specifications of P.W.D. Hand Book, where reference to such
specifications is given without reproducing the details in contract.
5. Suitable separating Barricades and enclosures shall be provided to separate
material brought by contractor and material issued by M.P.K. V. to contractor under
Schedule 'A' Same applies for the material obtained from different sources of supply.
6. The stacking and storage of construction material at site shall be in such
manner as to prevent deterioration or infusion of foreign matter and to ensure the
preservaion of their quality, properties and fitness lor the work. Suitable precautions
shall be taken by the Contractor to protect the material against atmospheric
actions, fire and other hazards. The materials likely to be carried away by wind
shall be stored in suitable stores or with suitable barricades and where there is
likelihood of subsidence of soil, such heavey materials shall be store on platforms.
7. For Road and Bridge works the contractor shall in additon to the
specifications cited here comply with requirements of relevant I.R.C. code practice.
8. The Contractor shall he responsible for making good the damages
done to the existing properity during construction by his men.
9. If it is found necessary from safety point of view to test any part of the structure
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 110 -
Construction of Buildings and infrastructure facilities for Government Agriculture College
at Muktainagar, Dist- Jalgaon the test shall by carried out by the Contractor with the help of
Department al his own cost.
10. Defective work is liable to be rejected at any stage. The contractor, on
no account can refuse to rectify the defects merely on reasons thai further work
has been carried out. No extra payment shall be made for rectification.
11. In the Schedule 'B' the work has been divided in to sections but
notwithstanding this, every part of it shall be deemed supplementary to and
complementary of every other part.
12. General directions or detailed description of work, materials and items
coverage of rates given in the specification are not necessarily repeated in the BUI
of Quantities. Reference is. however, drawn to the appropriate section clause(s) of
the General Specifications in accordance with which the work is to be carried out.
13. In the absence of specific directions to the contrary the rates and prices
inserted in the items are to be considered as the full inclusive rates and prices for the
finished work described thereunder and are to cover all labour, materials, westage.
temporary work plant overhead charges and profits, as well as the general liabilities,
obligations and risks arising out of the General Conditions of Contract.
14. The quantities set down against the item in the Schedule 'B' are only
estimated quantities of each kind of work included in the Contract an are not to
be taken as a guarantee that the quantities scheduled will be carried out or
required or that they will not be exceeded.
15. All measurements will made in accordance with the methods indicated in
the specification and read in conjunction with the General Conditions of Contract.
16. The details shown on drawings and all other information pertaining to the work
shall be treated a indicative and provisional only and arc liable to variation as found
necessary while preparing working drawing which will he supplied by the Government
during execution. The contractor shall not, on account of such variation be entitled to
any increase over the ones quoted in the lender which are on quantity basis.
17. The recoveries if any due from contractor will be effected as arrears of
land revenue through the Collector of the District.
18. Clause 101 to 107 of Specifications of Road Bridges work adhered
herewith will be applicable to works as per Schedule 'B' unless specified
otherwise in the detailed specifications of the relevant items.
19. All materials used in the construction shall conform to the requirement
of Specification Clause under Section 1000 "Materials for Structures" of
Specification of Road and Bridge work M.O.S.T. New Delhi 1990 Edition.
20. Extraneous materials and steps to minimize dust nuisance during construction
shall be as per clause 111 of MOST Specification (Second Edition 1990).
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 111 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
PROTECTION OF UNDERGROUNDTELEPHONE CABLE & AERIAL TELEPHONE WIRES & POLES, TRANSMISSION TOWERS, ELEC. CABLES AND WATER SUPPLY LINES :-
During the execution of work it is likely that the contractor may meet with telephone cables,
electrical cable, water supply lines etc. it will, therefore, be the responsibility of the contractor to
protect them carefully. All such cases should be brought to the notice of the Engineer-in-charge
by the contractor and also to the concerned Department. Any damage what-so-ever done to
these-cables and pipe lines by the contractor shall be made good by him at his cost.
29. MEDICAL & SANTITARY ARRANGEMENTS TO BE PROVIDED FOR LABOUR EMPLOYED IN
THE CONSTRUCTION BY THE (ON TR A C K ) R :-
a) The contractor shall provide an adequate supply of water for the use of labour
on work and in camps
b) The contractor shall construct trench or semi-permanent latrines for the use of
the Labours. Separate latrines shall be provided for men and women.
c) The Conn actor shall build sufficient number of huts on a suitable plot of land for
use of the labourers according to the following specifications i-
1. Huts of Bamboos and Grass may be constructed.
2. A good site not liable to submergence shall be selected on high ground remote
from jungle but well provided with trees, shall be chosen wherever it is available.
The neighborhood of tank, jungle, grass or wood shroud be particularly avoided.
Camps should not be established close to large cutting of earth work.
3. The lines of huts shall have open spaces of at least ten yards between rows. When a good
natural site cannot be procured. particular attention should be given to the drainage.
4. There should be no overcrowding. Floor space at the rate of 3- sq. ft. per head shall be
provided. Care should be taken to see that the huts are kept clean and in good order,
5. The contractor must find has own land. If he wants Government land, he should
apply for it and pay assessment for it. if made available by M.P.K.V.
6. The contractor shall construct a sufficient number of bathing places. Washing places should also be provided for the purpose of ashing cloths.
7. The contractor shall make sufficient arrangements for draining away the surface and
sullage water as well as water from the bathing and washing places and shall
dispose off this waste water in such way as not to cause any nuisance.
a) The contractor shall engage a Medical Officer with a travelling dispensary for a Camp
containing 500 or more persons if there is no M.P.K.V. of other private dispensary
situated within 8 KMs from the camp. In case of emergency the contractor shall arrange
at his cost of transport for quick medical help to his sick worker.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 112 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
a) The contractor shall provide the necessary staff for effecting satisfactory
drainage system and cleanliness of the camp to the satisfaction of the Engineer.
Al least one sweeper per 200 persons should be engaged.
b) The Assistant Director of Public Health shall be consulted before opening a labour
camp and his instructions on matters such as water supply, sanitary conveniences,
the camp site accommodation and food supply shall be followed by the contractor.
c) The contractor shall make arrangements for all anti malaria measures to be
provided for the labours employed on the work. The anti malaria measures shall
be provided as directed by the Assistant Director of Public Health.
(30) SAFTY CODE:-
Suitable scaffolds shall be provided for workmen for all works shat can not safely be
done from the ground, or from soild construction except such sho/t period work as can
be done safely from ladders. When ladder is used an extra ma/door shall be engaged
for holding the ladder and if the ladder is used for carrying materials as well suitable
footholds and handholds shall be provided on the ladder and the ladder shall be given
an inclination not steeper than 1 to 4 (horizontal and 4 vertical.
Scaffolding or staging more than 3.25 meters above the ground or floors, swing or
suspended from an overhead support or erected with stationary supports, shall have a
guard rail properly attached, bolted braced and otherwise assured at least one meter
high above the floor or platform of such scaffolding or slagging and extending along the
entire length of the outside and ends thereof with only such openings as may be
necessary tor the delivery of malarias. Such scaffolding or staging shall be so fastened
as to prevent it from swaying from the building or structure.
Working platform gangways, and stairways shall be so constructed that they do not
sagun duly or is more than 3.25 meters above ground level or floor level, it shall be
closely boarded, have adequate width and be suitably fenced as described in 2 above.
Every opening in floor of the building or a working platform shall be provided with
suitable protection to prevent fall of persons or materials be providing suitable fencing
or railing with minimum height of 1 meter.
Scfe means of access shall be provided to all working platform and other working places, livery
ladder shall be securely fixed No protable single ladder shall be over0 metres in length, width
between side rails in arung ladder shall in no case be less than 30 cms. for ladders UPTO and
including 3 meters in length. For longer ladders this width shall be increased atlcast 6 mm for
each additional 30 cms. of length Uniform step spacing shall not exceed 30 cms. Adequate precautions shall be taken to prevent danger from electrical equipment. No materials on
any of the sites shall be stacked or placed as to cause danger or inconvenience to any person
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 113 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
or the public. The Contractor shall provide all necessary fencing and lights to protect public
from accident and shall be bound to bear expenses of defense of every suit, action or other
proceedings as law that may be brought by any person for injury sustained owing to
neglect of the above precaution and to pay any damages and costs which may be
•awarded in any such suit action or proceedings to any such person or which may with the
consent of tin contractor, to be paid to compromise any claim by any such person.
EXCAVATION AND TRENCHING :-
All trenches, 1.5 meters or more in depth, shall at all times be supplied with at least one
ladder for each 30 meters in length or fraction thereof. Ladder shall be extended from
bottom of trench to at least 1 meter above surface of the ground, sides of a trench which is
1.5 meters or more in depth shall be stepped back give suitable or security held by timber
bracing , so as to avoid the danger of side collapsing Excavated materials shall not be
placed 1.3 meters of trench or half of depth of whichever is more. Cutting shall be done
from to bottom under no circumstance shall undermining or under cutting be done .
DEMOLITION :-
Before any demolition work is commenced and also during the process of the work,
site shall either be closed or suitable protected . a. All roads and open areas adjacent to the work site shall either be closed or suitable protected
b. No electric cable or apparatus which is liable to be a source on danger or a cable or
apparatus used by operator shall remain electrically charged . c. All practical steps , shall taken to prevent danger to person employed , from risk or
fire or explosion or hooding . No floor, roof or other part of a building shall be so
overloaded with debris of materials as to render it unsafe.
All necessary personal safety equipment as considered adequate by the Engineer-in
charge shall be available for use of persons employed on the site and maintained in
condition suitable for immediate use and the contractor shall take adequate step to
ensure proper use of equipment by those concerned .
A. Workers employed on mixing aspartic materials , cement lime , concrete , shall be
provided with protective footwear and protective goggles .
B. Those engaged in handing any materials , which is injurious to eyes shall be provided with
protective goggles .
C. Those engaged in welding works shall be provided with welder's protective eye shads .
D. Stone breakers shall be provided in with protection goggles and protective
clothing and seated E. sufficiently safe intervals .
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 114 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
F. When works are employed in sewers and manholes which are in use, the
contractor shall ensure that manhole covers are opened and manhole are
ventilated at least for an hour before workers are allowed to get into them . Man
holes opened shall be cordoned off with suitable railing and provided with
warning signals or boards to prevent accident to public.
G. The Contractor shall not employ . men below the of 18 and women on the work
of painting with products containing the following precautions shall be taken . i)
No. paint containing lead of lead product shall used except in the form of paste
H. or ready made paint. ii) Suitable face masks shall be supplied for use by workers when
paint is applied in the form of spray or a having lead paint dry rubbed and scraped.
I. Over alls shall be supplied by the Contractor to workmen and adequate facilities shall be
provided to enable working painters to wash during and on cessation of wok.
J. When work is done near any place where there is risk of drowning all necessary
equipment shall be provided and kept ready for use and all necessary steps taken for
prompt rescue of any person in danger and adequate provision made for prompt first aid
treatment of all injuries likely to be sustained during the course of the work.
a) These shall be of good mechanical construction round materials and adequate strength
b) and free form potent defects and shall be kept in good repair in good working order, ii)
Every rope used in hoisting or lowering materials or as means of suspension shall
be of durable quality and of adequate strength and free from potent defects.
c) Every crane driver or hoisting appliance operator shall be property qualified and
not person under the age of 21 years shall be in charged of any hoisting
machine including any scaffolding.
d) In case of every hoisting machine and of every chain ring hook, shackle ownel
and pulley block used in hoisting or lowering or use means of suspension safe
working load shall be ascertained by adequate means. Every hoisting machine
and all gear referred to above shall be plainly marked with safe working load.
e) In case of a hoisting machine having a variable safe working load, each safe
working load and the conditions under which it is applicable shall be clearly
indicated. No part of any machine or any gear referred to above in this paragraph
shall be loaded beyond safe working load except for the purpose of testing.
f) In case of departmental machines safe working load shall be notified by the
Engineer-in-charge regards contractor's machines the contractor shall notify
safe working load of each machine to the Engineer -in-charge whenever, he
brings it to site of work and get it verified by the Engineer -in-charge.
g) Motors, gearing, transmission , electric wiring and other dangerous parts of hoisting
appliances shall be provided with such means as will reduce to the minimum risk of
accidental descent of load. Adequate precautions shall be taken to reduce to the minimum
the risk of any part of a suspended load becoming accidentally displaced, when workers
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 115 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
are employed. On electrical installations which are already energized insulating
materials wearing approved such as gloves, sleaves and coats as may be
necessary, shall be provided. Workers shall not wear any rings, watches and
carry keys or other materials which are good conductors of electricity.
h) All scaffolds, ladders, and other safety deices mentioned or described hearing
shall be maintained in a safe condition and no scaffold ladder or equipment shall
be altered or removed while it is in use. Adequate washing facilities shall be
provided at or near places of work.
i) These safety provisions shall be brought to the notice of all concerned by display on a
notice board at a prominent place the work spot. Persons responsible for ensuring
compliance with the safety code shall be named therein by the contractor.
j) i) To ensure enforcement of the rules and regulations relating to safety
precautions, arrangements made by the contractor shall be open to inspection by the
Engineer -in-charge or his representatives and the inspecting officers, ii) Failure to
comply with the provision hereunder shall make the contractor liable to pay to the
Department as penalty an amount not exceeding Rs.50/- for each default and decision of the
Engineer-in-charge shall be final and binding. Not with standing the above conditions 1 to 14
the contractor is not exempted from the operation of any other Act or Rules inforce.
31) SCORE OF RATES FOR DIFFERENT ITEMS OF WORK :-
For item rate contracts, the contract unit rates for different items of work shall be payment in full
for completing the work to the requirements of the specifications including full compensation for
all the operations detailed in the relevant sections of these Specifications under "Rates". In the
absence of any directions to the contrary, the rates are to be considered as the full inclusive
rate for finished work covering all labour, materials, wastage temporary work, plant, equipment, overhead charges and profit as well as the general liabilities, obligations
and risks arising out of the General Conditions of Contract
The item rates quoted by the Contractor shall, unless otherwise specified, also include
compliance with/supply for following :-
a. General works such as setting out, clearance of site before setting out and
clearance of works after completing. b. A detailed programme for the construction and completion of the works (using CPM/PERT
techniques) giving, in addition to construction activities, detailed network activities for the
submission and approval of materials, procurement of critical materials and equipment
fabrication of special production/ equipments and their installation and testing and for all
activities of the Employee that are likely to effect the progress of work, etc. including updating
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 116 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
of all such activities on the basis of the decisions taken at the periodic site review
meeting or as directed by the Engineers.
c. Sample of various materials proposed to be used on the work for conducting tests
thereon as required as per the Provisions of the Contract. d. Design of mixes as per the relevant clauses of the Specifications giving proportions
of ingredients, sources of aggregates and binder along with accompanying trial
mixes as per the relevant Clauses of these specifications to be submitted to the
Engineer for his approval before use of the works. e. Detailed design calculations and drawings for all Temporary Works (such as formwork, staging,
centering, specialized constructional handing and launching equipment and the like). f. Detailed drawings for templates, support and end anchorage, details for pre
stressing cable profiles, bar bending and cutting schedules for reinforcement,
material lists for fabrication of structural steel etc. ' g. Mill test reports for all milled and high tonsils steel and cast steel as per the relevant
provisions of the Specifications : Testing of various finished items and materials
including bitumen, cement, concrete, bearings as required under these
specifications and furnishing test reports/certificate. h. Inspection Reports in respect of formwork, staging reinforcement and other items of work as
per the relevant Specifications
i. Any other data which may be required as per these specifications or the Conditions of
j. Contract or any other annexures /schedules forming part of the contract. k. Any other item of work which is not specifically provided in the Bill of Quantities but
which is necessary fro complying with the provisions of the Contract and l. All temporary works, formwork and false work.
Portions of works beyond the limits and or any work may be got constructed by the Employee
directly through agencies . Accordingly , other agencies employed by the Employer may be
working in the vicinity of the being executed by the Contractor. The Contractor shall liaise with
such agencies and adjust his construction programme for the completion of work accordingly
and no be indemnity-fied the Contractor for any claims from other agencies on this account.
32) PAYMENTS :-
Running Bills :-
Two payments is a month will be granted by the Engineer - in charge if the progress is
satisfactory. Contractor should submit bill to the Engineer - in charge in appropriate forms.
a) Final Bill :-
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 117 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
b) The contractor should submit final bill within one month after completion on of the
work and the same will be paid within 3 months if is in order. Disputed item and-if any
shall be exclude from the final bill and settled separately later on .
33) HANDING OVER OF WORK :-
All the work and materials before finally taken by M.P.K.V. will be the entire liability of
the contractor for guarding , maintaining and making good any damage of any
magnitude. Interim payments made for such work will not alter this position -
34) CLAIMS :-
Bills for extra work for any claim shall be paid separately apart from the interim bills for
the main work. The payment of bills for the main work shall not be with held for want of
decision on the extras or claims not covered in the appendices.
Claims for extra work shall be registered within 30 days of occurance of the event. However,
bills for these claims including supporting date/details may be submitted subsequently.
35) QUALITY ASSURANCE AND MAINTENANCE :-
(for works costing more than 100 lakhs)
1) Ensure the specified quality of work which will also 'include necessary surveys temporary
works etc, the contractor shall prepare a quality assurance plan and get the same
approved from the engineer-in-charge with in one month from the date of work order. For
the, the contractor shall submit and organization chart of his technical personnel to be
delayed on the work along with their qualification. Job descriptions defining be functions of
reporting supervision inspecting and approving. The contractor shall also submit a list of
tools, equipment and the machinery and instrumentation which he proposes to use for the
construction and for testing in the field and/or in the laboratory and monitoring. The
contractor shall modify/supplement the organization chart and the list of machinery,
equipment etc. as per the directions of the University Engineer and shall deploy te
personnel and equipment on the field as per the approved chart and list respectively. The
contractor shall submit written method statements detailing his exact proposals of
execution of the work in accordance with the specification. He will have to get these
approved from the : Engineer-in-Charge. The quality of the work shall be properly
documented through certificate, records, check list and log books of results etc., Such
records shall be complied from the beginning of the work and be continuously updated and
supplemented and this will be the responsibility of the contractor. The forms should be got
approved from the Engineer-in-Charge. 2) Where the work is to be done on lump sum basis on contractor shall be prepare and
submit a maintenance manual giving procedure for maintenance, with the periodicity
of maintenance work including inspections, tools and equipment to be used, means of
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 118 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
accessibility for all parts of the structure. He shall also include in the manual, the
specifications for maintenance work that would be appropriate for his design and
technique of construction. This manual shall be submitted within the contract period.
B) SPECIAL CONDITIONS DURING WORK TILL COMPLETION OF WORK
i) Successful Contractor have to provide one inspection vehicle along with driver to the
University Engineer office (Scorpio, Honda city or Accent with A.C.) for the period till
the Work is complete. The monthly running of the said vehicle will be maximum 5000
Km. The cost of fuel & repairs etc. will be born by the Contractor. After work is
completed the said vehicle will be returned to the Contractors.
ii) One Laptop ( Computer Note Book ) for office use of University Engineer office authorised person . ( Dell basic Laptop Vostro 1510 , Intel Core 2 Duo 2.4 4Hz 800
MHz FSB Configuration , RAM-1 GB, Hard Disk 120 GB
Serial SATA (5400 RPM) Screen39.1 CM (15.4") TFT Screen ,
Intel graphics Media Acceleration 8 X DVD RW Drive , Key Board with touch PAD,
2 USB Ports , VGA out Wi-fi , Modem , Bluetooth , Operating system - Window Vista
Business Preloaded other Specification as per mentioned in the DCS & DRC.)
iii) One Desktop PC with Lazer Printer ( Intel ® , Pentium Core 2 DUO, 3.00 GH ,
Configuration-RAM 1 GB, Hard disk 160 GB , 19" wide LCD display, Operating
System-Windows XP , DVD RW Drive.)
Signature of Contractor No. of Corrections University Engineer
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
ADDITIONAL SPECIAL CONDITIONS FOR NATIONAL HIGHWAY WORKS :
1) (i) Clause No. 106 of Ministry's Specification (2nd
Revision) This clause stipulates certain conditions relating to choice and use of equipment which
have relevance to production of quality work. These are :-
a. The contractor shall be required to give a trial run of the equipment for establishing
capability to achieve the laid down specifications and tolerances to the satisfaction
of the Engineer before commencement of work. b. All equipment provided should be of proven efficiency and shall be operated and
maintained at all times in a manner acceptable to the Engineer. c. No equipment and personnel will be removed from the site with the permission of the Engineer,
(ii) Clause No. 901 of Ministry's Specification (2nd
Revision). a. The responsibility for the quality of the entire construction work is on the Contractor.
For this purpose he is required to have his own independent and adequate set-up. b. The Engineer for satisfying himself about ther quality of the materials and work will
also have tests conducted by quality control units or by any other agency, generally
to the frequency set out in the Specifications. For test to be done by the Engineer,
ther_ Contractor is to renbder all necessary co-opoeration and assistance including
the provision of labour assistance in packing and despatching samples etc. c. For the work of embankment, subgrade and pavement, construction of subsequent
layer of the same for other materials over the finished layer shall be done only after
obtaining approval from the Engineer. d. The contractor shall be responsible for rectifying/replacing any work filling short of
quality requirements as directed by the Engineer.
(iii) Clauses in the Conditions of Contract :-
a. All materials and workmanship shall be of the respective type described in the contract
and in accordance with the Engineer's instructions and shall be subjected from time to
time to such tests as the Engineer may direct at the place of manufacture of fabrication,
or on the site/ All samples shall be supplied by the contractor. b. No work is to be covered up or put out of view without the approval of the Engineer
for his examination and measurements. c. During the progress of the works, the Engineer shall have the power to order the
removal from the site of any unsuitable material, substitution of proper and suitable
material and the removal and proper reaction not withstanding any previous test or
interim payment, therefore and of any work which in respect of material or
workmanship is not, in the opinion of the Engineer in accordance with the contract.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 120 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
Guidelines on Quality Control Operations :-
The onus of achieving quality of work will be on the contractor who will take actions as
stipulated in Section 900 of Minister's Specification for Road and Bridge Works (2nd
The Ministry's specification for Road and Bridge work ( 2nd
Revision) will form part of
contract documents and the contractor will be legally bound to the various stipulations
made therein unless and otherwise specifically relaxed or waived wholly or partly
through a special clause in the contract document.
Contractor's Facilities :
According to the contract (see para 1.3 above ) the Contractor is responsible for the
quality of the entire construction work, and for this purpose he is required to have own
independent and adequate set-up. To meet this requirement a. The contractor shall set up his own laboratory at locations(s) approved by the Engineer.
The laboratory shall be equipped with modern and efficient equipment with sufficient
standbys suitable to carry our the tests prescribed for different materials and work
according to the specifications. The list of equipment to be procured and the facilities to
be provided shall be got approved by the Engineer. The equipment shall be maintained
in a workable condition to the satisfaction of the Engineer. b. Sampling and testing procedures shall be in accordance with the relevant standards of BIS
(Previously called 1ST) or IRC. Frequency of testing shall be as laid down in the Ministry's
Specifications for Road and Bridge Work (2nd
Revision). In the absence of relevant Indian Standards, sampling and testing procedures shall be as approved by the Engineer
c. The laboratory should managed by a qualified materials Engineer assisted by materials
Inspector / Technician, and the set up should be got approved by the Engineer. d. The contractor should prepare printed Performa for recording readings and results of
each type of test, after getting formats of the performance approved from the Engineer.
He should keep a daily record of all the tests conducted by him. Two copies of the test
results should be submitted to the Engineer for his examination and approval of which
one copy will be returned to the Contractor for being kept at site of work. e. The material Engineer of the contractor should keep close liason with the Quality Control Unit of
the Engineer and keep the later informed of the sampling and testing programmes so that the
Engineer's representative could be present during this activity, if considered necessary.
Day-to-day Quality Control Operations :-
The day-to-day controls to be exercised by the Contractor and the Engineer are
enumerated in the below paragraphs :-
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 121 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
Alignment and Level Control:-
a. The contractor should locate the centre-line of the road from the pegs, pillars or reference
points fixed during the location survey and from the information furnished in the Contract
drawings. Any discrepancy between the reference points on the ground and those on the
drawings should immediately be brought to te notice of the Engineer for reconciliation.
b. Based on the approved centre-line the Contractor should set up batter pegs (to
delineate the limits of embankment/cutting and cleaning stakes and grubbing) and
have these got checked and approved by the Engineer.
c. The Contractor should check the reduced levels of bench marks setup along the alignment.
Any discrepancy in the reduced levels of those at site and as indicated in the drawings should
immediately be brought to the notice of the Engineer for reconciliation. The contractor should
re-establish those bench marks which are found missing at site, and should establish
additional bench marks as needed, for ensuring effective level control.
d. The Contractor shall be responsible for the true and proper setting out of the works in
b. relation to original survey points lines and levels of reference given by the Engineer in writing.
If at any time during the progress of the works, any error shall appear or arise in the position,
levels 'dimensions or alignment of any part of the works, the Contractor on being required to
do so by the Engineer, shall at his own cost rectify the error the satisfaction of the Engineer,
unless such error is based on incorrect data supplied in writing by the Engineer.
c. The Contractor shall carefully protect and prepare all bench marks, reference
pillars and pegs used in setting out the works till final take over by the Engineer.
NATURAL GROUND FOR EMBANKMENT CONSTRUCTION/CUT FORMATION AND THEIR COMPACTION :-
a. Unterberg limits, in site dry density and CBR of the material at ground/out formation level,
should be determined and got approved by the Engineer. Any unsuitable material shall be
removed and replaced by better material as ordered by the Engineer.
b. The Engineer's Quality Control Unit(s) shali have independent test checks on the
quality and compaction of the nature ground/cut formation.
c) Embankment Construction :-
a. All borrow area shall be got approved by the Engineer based on results of tests
for Unterberg Limits Proctor/modified proctor density, CBR and soil classification.
b. Layer thickness and in-situ density shall be checked and got approved by the
Engineer before processing to the next layer.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 122 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
Sub grade :-
a. Specific borrow areas having soil satisfying the requirements of specifications and
specified strength criteria shall be indentified for use in subgrade and got approved by the
Engineer based on tests on borrow material for Proctor/modified proctor density and CBR.
b. In-situ density and CBR of the constructed subgrade shall be checked and got
approved by the Engineer before proceeding on with the next pavement layer.
c. The soil used in actual construction of subgrade shall be remolded at density
referred in sub-para (b) above at placement moisture content and checked for 4
days soaked and un soaked CBR. A set of 3 specimens shall be collected from
each 3000 m3 area of the sub grade (i.e. top 0.5 m of embankment for CBR test.
d. In case of any appreciable variation of inbuilt sub grade characteristics from the
designed ones, the pavement design shall be reviewed to mach the inbuilt
characteristics of the sub grade.
Sub-base :-
a. The Source of supply of material shall be inspected, tested and got approved by
the Engineer before any Material is delivered to site of work(s).
b. Job-mix formula falling within the specified limits where applicable, shall be got
approved by the Engineer based ontest results there of.
c. Samples of materials from the laid sub-base shall be tested for gradation, proctor
density, PI and CBR,
d. Field compaction shall be checked and got approved by the Engineer before
proceeding with the work on the next payment layer.
e. In case of any appreciable variation of inbuilt sub-base characteristics from the
designed ones, the pavement design shall be reviewed to match the inbuilt
characteristic of the sub-base.
Granular Base Course :-
a. For graded type of granular material, the job mix formula falling within the specified
grading limits should be got approved by the Engineer. b. Testing of aggregate brought to site of works for gradation AIV should be done. c. Testing of filler material for WBM for gradation LL and PI shall be done. d. Field compaction- control should be exercised for density and by other sensory checks such
as observation of movement of layer under compaction plant, sinking/crushing of a piece of
aggregate placed before a moving roller completes removal of roller marks etc.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 123 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
Shoulders :- a) Checking for the quality of shoulder materials including gradation shall be done. b) Field compaction shall be checked at site on the compacted layer. c) Checking for the cross fall built shall be done.
Bituminous Construction -General :-
a. Manufacturer's test certificate for quality of bitumen will be acceptable to the
Engineer. However, where the quality is in doubt, the Engineer may call for tests to
be conducted by the Contractor for verification. b. The base on which bituminous courses are to be laid must be'dry and free of dust
and other delirious matters. c. Mineral aggregates to be used should be checked for their specification
requirements and got approved by the Engineer.
Bituminous sprayed work :- a. Temperature of binder in the boiler and rate of spray at site shall be checked. Spraying shall
be uniform and shall be carried out with the help of either self propelled or towed bitumen
pressure sprayer with self heating arrangements and spraying nozzles
arrangements. b. Rate and uniformity of spread of chippings should be checked and controlled. c. Adequate embedment of the chippings by rolling shall ensured.
Hot Mixed and Hot-laid Bituminous Construction :-
a. Job mix formula (JMF) satisfying specification requirements should be worked out
based on laboratory tests and got approved by the Engineer. The Engineer will
have independent test made before approving the JMF. b. The plant should be checked for capability to produce mix conforming to the JMF. If
necessary, trial stretches should be laid and checked approximately. c. Control should be exercised on temperature of binder in the boiler, aggregate in the
dryer and mix at the time of laying and rolling. d. Tests for stability flow, unit weight etc, of mix collected from the discharge point of
the plant, extraction test for binder content and aggregate gradation should be
performed to check on the quality of mix discharged fom the plant. e. Thickness and density of the compacted mix should be checked by taking core samples.
Culverts and other Appurtenances :- a. Lines, levels and quality of the foundation should be checked. b. In case of Pipe culverts :-
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 124 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
i. The quality of the pipes should be checked. For BIS (formerly ISI) marked pipes,
manufacturer's certificated is acceptable. For others, the Contractor shall
demonstrate the strength capability of pipes through! tests either at the place of
manufacture or at site of works.
ii. The quality of Materials used for pipe bedding should be checked. Invert level, smoothness
of the pipeline and proper sealing of joints should be checked prior to backfilling.
c) In case of cement concrete works :-
i. Besides manufacturer's test certificate for quality of cement, at least one set of
physical and chemical tests should be conducted for each source of supply for
verification. Where the quality is in doubt, or where the cement had been stored
for long periods or in improper condition, the Engineer shall call for testing the
cement at more frequent in tervals.
ii. Job mix formula worked out based on trials carried out in the Contractor's laboratory should be got approved by the Engineer.
iii. The mineral aggregates should be tested for their properties. Water to be used
for mixing should be tested for chemical impurities. iv. Checking for stability and sturdiness of form work.
v. Ensuring that the crucial equipment like mixers and vibrators are in working
order before start of work. vi. Control on water-cement ratio. vii. Control on workability and time elapsed between mixing and placing of concrete. viii. Control on compaction and finishing, ix. Tests on cube samples at 7 and 28 days. x. Check on provisions for adequate curing.
xi. In case of masonry work, control should be exercised on the quality of the
material (e.g. stone, brick, sand cement etc.) as also on mortar proportions,
d) For RCC work, quality of steel in each batch may be approved on the basis of
test certificate. The reinforcement layout should be checked for conformity with
approved drawings and bar bending schedules. All laps should checked for
conformity with the specification. The reinforcement should be free of oil and
loose rust scale and should be properly tied with binding wire. The size and
spacing of the bars as also the cover should be checked for correctness.
Pavement Courses - General Controls :-
a. The base on which the pavement layers to be placed should be checked for levels and regularity, and should be in a condition to receive the pavement layer.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 125 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
b. Each layer should be checked for thickness, levels, crossfall (camber), regularity
and strength before next layer is permitted to be laid.
12) DRAWINGS :- Contract Drawings :-
The contract drawings provided for tendering purpose with the tender documents shall
be used as a reference only. Contractor should visualize the nature of type of work
contemplated and to ensure that the rates and prices quoted by him in the bill of
quantities take due consideration of the complexities of work involved during actual
execution/construction as experienced contractors in the field. The tendered rates / prices for the work shall be deemed to include the cost of
preparation, supply and delivery of all necessary drawings, prints, tracings and
negatives which the contractor is required to provide in accordance with the contract.
DOCUMENTATION :-
If so ordered by the Engineer in charge the contractor will prepare drawings of the work
at constructed and will supply original and three copies to the Engineer who will verify
and certify these drawings. Final as constructed drawings shall than be prepared by
the Contractor and supplied in triplicate along with a micro-film of the same to the
Engineer for record and reference purposes at the contractor's cost.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 126 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
MANNER OF SUBMISSION OF TENDER AND ITS
ACCOMPANIMENTS
SPECIAL ATTENTION TO CONTRACTOR
As the contract includes works of Electrical Installation with civil work. The Civil contractor not
having the registration of carrying out above mention electrical and allied works shall go in for
joint venture with valid A to B electrical contractor registered with Maharashtra state P. W.
Dept. or can be the respective electrical and allied works to the eligible class contractor the
agreement should made with concern agencies till ending over of work and copy of the same
should be enclosed in an .envelope No. 1. However the responsibility of whole work
(Civil, electrical & allied work) lies with the Civil Contractor only. Performance guarantee shall be submitted in the proforma attached envelope No. 1 and which
will be binding for 3 years. Security Deposit lithe form of Bank guarantee or fixed /call Deposit
should be submitted which will be refundable after successful completion of comprehensive
maintenance once of three years after commissioning of installation / system.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 127 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
Scope of Work:-
1. Stand by arrangement for maintenance shall have to be done by the contractor incase of any
BANDH OR STRIKE OR MAJOOR BREAKDOWN so as to get an uninterrupted service. 2. If any part of the complete system is modified or altered with change in design/
concept the contractor for the Executive Engineer will terminate that particular
item /full. In case of fatal or non- fatal accident occurred to the workers during
erection and maintenance of system, the Department will not be liable to pay for
an compensation and it is duty of contractor to observe all labour Acts and Rules.
WORKING PROCEDURE 1. All complaint/calls shall have to be attended by contractors workers wHhin reasonable time
and with .fastest possible speed but in any case , it shall not be extended beyond 24 hours. 2. Log Book has to be maintained by the contractor at site.in consultation with the site Engineer.
3. Inspection :- Inspection not with completion reports shall have to be maintained in
duplicate by the contractor mentioning all work details and to be signed by contractors
Representatives and site in charge by handing over one copy to site in charge. 4. Periodicity within monthly shall have to be made with respect to work order
schedule for regular servicing and inspection and repair if any reguired. 5. The Contractor shall preferably obtain the signature of Engineer in charge after
attending the breakdown calls and inspection / servicing and all work should be
carried out with knowledge to in charges 6. Daily comprehensive contract covers work of replacement of unserviceable/
defective operational .parts, moving parts switchgears related in the
system, control cables and switchgears etc. 7. The contractor has to maintain cleanliness towards respective system, sufficient
safety, sufficient safety, ethics and politeness in behaviour by him staff.
DAILY COMPREHENSIVE CONTRACT COVERS
1. Work of repair of replacement of unserviceable operational parts or moving parts such
as motor, car rope to be governed, gear box , pulley, contact relays, switchgears etc.
2. Replacement of consumable items such as bulbs, fuses, control cables, lugs,
locks with keys etc, and also lubricants, service materials. 3. Replacement of gear box oil in periodically with test result.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 138 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
4. Cleaning of all necessary parts periodically with help of required materials with
respect to method of construction / servicing to be decided with Engineer In
charge checking of system and alignment and overhauling.
5. Complete installation, machine room lift pit etc. shall be maintained neat and in
clean manner every day.
6. Painting shall be done once in a year for complete machinery including moving
and non moving parts 7. Rewinding of motor and all its preventive maintenance. 8. Monthly regular servicing and inspection shall be carried out.
SEQUENCE OF WORK
Preliminary activities like hutment for labours, site office, steel yard for C. P. C. C. » treatment. Cement godown etc.
Casing or R.C. C. raft slabs, columns for lift well.
Casing or R.C. C. Columns from pit cap level.
B.B. masonry for shopping complex plinth work.
Filling soling. P.C.C. for shopping complex plinth work
Pre-constructional Antitermite Treatment.
Construction of under Ground Tank.
Casing of R.C. slab at 2.75 meter (above stilt level of Main Building.)
Soiling. P.C. C. concrete pavers block below stilt portion of main Bldg.
Casting of R.C. C. slab for shopping complex at 4.20 M. level.
B.B. masonry fixing of doors and windows frame inside plaster, flooring.
Casting of R.C.C. slab of ground floor of Main Building at 6.40M. level.
Laying under ground pipe for Electrical Telephone, computer wiring
B.B. Masonry fixing of doors, and Windows frame inside plaster flooring.
Internal wiring of stilt, ground floor laying cable in meter room and laying fire alarm cable.
Casting of R.C. slab of first floor of main Building at 9.70 Meter level.
Laying under ground pipe for Electrical, Telephone, computer wiring.
Internal wiring of first floor laying cable from meteSr room and laying firfe alarm cable.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 139 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
B.B. Masonry fixing of doors and windows frame inside plaster, flooring.
Casting of R.C. C. slab of 2n floor of main Building at 13.00 M. level.
Laying under ground pipe for Electrical. Telephone, computer wiring.
Internal wiring of second floor laying cable in meter room and * laying fire alarm cable.
B.B. Masonry fixing of doors and windows frame inside plaster, flooring.
Casting of R.C. C slab of 3rd
floor of main Building at 16.30M level
Laying underground pipe for Electrical, Telephone, computer wiring.
Infernal wiring of Third floor laying cable from meter room and laying fire alarm cable .
B. B. masonry fixing of doors and windows frame inside plaster flooring.
Casting of R.C.C. lift Machine Room slab.
Laying pipe for fire fighting system and erection of lift
External sand lace plaster.
Internal water supply and sanitary fittings. .
External water supply and sanitary fittings.
Internal painting from stilt to 3rd floor,
Providing (an fitting and smoke detector.
External, drainage line system. Compound wall with security cabin. Providing switchgear in meter room.
Construction of pump House.
Providing pumps and generating set.
Construction of Rainwater Harvesting Tank
Providing gardening.
C.C. Pavement for car parking and upper area.
External at painting.
Release of electrical supply from supply company and trial.
Handing over the building.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 140 -
Construction of Buildings and infrastructure facilities for Government Agriculture College at Muktainagar, Dist- Jalgaon
SCHEDULE B
Memorandum showing items of work to be carried out.
Tendered rates Total Quantities amount
Items estimated
Item of In figures In words
according but may be Unit No. more or Work Rs. Ps. To
estimate less.
quantities
See separate sheets attached
NOTE 1 :- All work shall be carried out as per Public Works Department Hand Book & Standard Specification of the division or directed and as per
specification five in chapter no. 11.
NOTE 2 :- Rates quoted include clearance of site (prior to commencement of work and at its close) in all respect and hold good for work under all site condition, moister weather etc.
Signature of Contractor No. of Corrections University Engineer
Mahatma Phule Krishi Vidyapeeth, Rahuri - 141 -
sub work no. Name of work Estimated Cost
RS.
1 Construction of College Building 49721478.00
2 Construction of Boys and Girls Hostel Buliding. 47010562.00
3 Construction of Aminity Building 17672864.00
4 Construction of Liabrary Building 13003171.00
5 Construction of Gymkhana Building 5654477.00
6 Construction Farmers Guest House 3813017.00
7 Construction of Associate Dean quarters 3279513.00
8 Construction of Proffessor quarters 5200021.00
9 Construction of Associate Proffessor quarters 4027995.00
10 Construction of Assitt. Proffessor quarters 6593907.00
11 Construction of JRA/SRA quarters 8564690.00
12 Construction of Lab incharge / Peon quarters 5305720.00
13 Providing Approch Road 9225000.00
14 Providing Internal Road 12500000.00
15 Construction of Compound Wall 12000000.00
16 Soil investigation 1000000.00
17 Land Development 5000000.00
209572415.00
Say Rs in Lakh. 2095.72
RECAPITULATION SHEETName of work
Construction of buildings and infrastructure facilities for “Government College of
Agriculture, Muktainagar Dist-Jalgaon ”
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Bd - A :
Excavation
1 Excavation for foundation in earth, soil of all
types, sand, gravel and soft murum, including
removing the excavated material up to a
distance of 50 m. beyond the building area &
stacking and spreading as directed, dewatering,
preparing the bed for the foundation and
necessary backfilling, ramming,watering
including shoring and stutting etc.complete.
522.87 a. Lift upto 1.5 m. 115.00 Cu. M. 60130.40 Rupees One Hundred Fifteen Only Bd.A.1, P. No.259 I.No.-1, P.No.-9
2 Excavation for foundation in hard murum
including removing the excavated material upto
distance of 50 metres beyond the building area
and stacking and spreading as directed,
dewatering, preparing the bed for the
foundation and necessary backfilling, ramming,
watering including shoring and strutting
etc.complete.
803.56 a. Lift upto 1.5 m. 132.00 Cu. M. 106070.45 Rupees One Hundred ThirtyTwo Only Bd.A.2, P. No. 259 I.No.-5, P.No.-10
10.00 b. Lift from 1.5 to 3.0 m. 145.00 Cu. M. 1450.00 Rupees One Hundred FourtyFive Only Bd.A.2, P. No. 259 I.No.-7, P.No.10
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
Subwork no 1
CONSTRUCTION OF COLLEGE BUILDING FOR AGRICULTURAL COLLEGE, AT MUKTAINAGAR , DIST. JALGAON FOR MAHATMA PHULE KRISHI
VIDYAPEETH, RAHURI.
SCHEDULE - B
Page 1 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
3 Excavation for foundation in soft rock or old
cement or lime masonry foundations including
removing the excavated materials upto a
distance of 50 metres beyond the building area
and stacking as directed including dewatering,
preparing the bed for the foundation and
necessary, watering including shoring and
strutting etc.complete.
775.28 a. Lift upto 1.5 m 305.00 Cu. M. 236459.79 Rupees Three Hundred Five Only Bd.A.4, P. No. 259 I.No.-13, P.No.-12
10.00 b.Lift above 1.5 m 315.00 Cu. M. 3150.00 Rupees Three Hundred Fifteen Only Bd.A.4, P. No. 259 I.No.-12, P.No.12
4 Excavation for foundation in hard rock by
chiselling, wedging, line drilling, etc. including
trimming and levelling the bed, removing the
excavated materials upto a distance of 50
metres beyond the building area, stacking as
directed, dewatering and backfilling with
available earth / murum ramming, watering
complete.
394.48 b.Lift above 1.5 m 825.00 Cu. M. 325446.00 Rupees Eight Hundred TwentyFive
Only
Bd.A.4, P. No. 259 ,20/13
5 Filling in plinth and floors with approved
excavated materials in 15cm to 20cm layers
including watering and compaction etc.
complete.
635.03 229.00 Cu. M. 145422.17 Rupees Two Hundred TwentyNine
Only
Bd-A 10, P. No. 262 RA
6 Filling in plinth and floors with contractor's murum
in 15 cm to 20 cm layers including watering,
compaction etc. complete.
807.82 614.00 Cu. M. 496000.88 Rupees Six Hundred Fourteen Only Bd-A 11, P. No. 263 RA
7 Providing dry trap/rubble stone soling 15 cm to
20 cm thick including hand packing and
compacting etc. complete.
466.23 702.00 Cu. M. 327292.35 Rupees Seven Hundred Two Only Bd-A 11, P. No. 263 RA
Page 2 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
8 0.35 Providing and filling in the foundation with sand
of approved quality including watering,
compaction complete.
1243.00 Cu. M. 436.17 Rupees One Thousand Two Hundred
FourtyThree Only
Bd-A 13, P. No. 264 ,24/14 BR Rs.510.00 +
Lead
Rs.733.00=Rs.1243.00
Bd - C :
Structural
Steel Work
9 Providing structural steel work in trusses, other
similar trussed purlins and members with all
bracing, gusset plates etc. as per detailed
design and drawings or as directed by Engineer-
In-Charge., including cutting, fabricating,
hoisting, erecting fixing in position, making
riveted/bolted/welded connection and one
coat of anticorrosive paint and over it two coats
of oil painting of approved quality and shade
etc. complete.
1.00 63380.00 M.T. 63380.00 Rupees SixtyThree Thousand Three
Hundred Eighty Only
Bd-C 8, P. No. 274 ,52/21
Page 3 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
Bd - E : Plain
Cement
Concrete
10 Providing and laying in situ cement concrete in
proportion ______ of trap metal for foundation
and bedding, including bailing out water
manually, formwork, compacting and curing
etc. complete.
397.63 1:3:6 4089.00 Cu. M. 1625912.77 Rupees Four Thousand EightyNine
Only
Bd-E.1, P. No.287 RA
11 Providing and casting in situ cement concrete
____ of trap metal for coping to plinth or
parapet, moulded or chamfered as per
drawings or As directed by Engineer-In-Charge.,
roughening the exposed faces if special finish is
to be provided and curing etc. complete.
8.65 M20 5016.00 Cu. M. 43370.84 Rupees Five Thousand Sixteen Only Bd-F.12, P. No.304 & B.7, P.No. 38 RA
Bd - F :
Reinforced
Cement
Concrete
12 Providing and casting in situ cement concrete
____ of trap metal for R.C.C.. work like raft,
grillage, strip, foundations and footing of R.C.C.
Columns and steel stanchions, including bailing
out water manually, centering, formwork,
compacting, finishing and curing etc. complete.
(Excluding steel reinforcement)
454.17 M-20 4988.00 Cu. M. 2265385.00 Rupees Four Thousand Nine Hundred
EightyEight Only
Bd-F.3, P. No.298 & B.7, P.No. 38 RA
Page 4 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
13 Providing and casting in situ cement concrete
____ of trap metal for R.C.C. columns as per
detailed designs and drawings or As directed by
Engineer-In-Charge., including centering,
formwork, compacting, roughening the surface
if special finish is to be provided and curing etc.
complete. (Excluding steel reinforcement) - M-20
144.19 Ground floor - 7178.00 Cu. M. 1035000.70 Rupees Seven Thousand One
Hundred SeventyEight Only
Bd-F.5, P. No.300 & B.7, P.No. 38 RA
108.71 First Floor - 7250.00 Cu. M. 788143.88 Rupees Seven Thousand Two
Hundred Fifty Only
RA,Add 1% for lift charges
14 Providing and casting in situ cement concrete
____ of trap metal for R.C.C. Beams and Lintels as
per detailed drawings and designs or as
directed by Engineer-In-Charge., including
centering formwork, compacting, roughening
the surface if special finish is to be provided and
curing etc. complete. (Excluding steel
reinforcement.) M-20
241.98 Ground floor - 7253.00 Cu. M. 1755092.69 Rupees Seven Thousand Two
Hundred FiftyThree Only
Bd-F.6, P. No.300 & B.7, P.No. 38 RA
132.47 First Floor - 7326.00 Cu. M. 970490.85 Rupees Seven Thousand Three
Hundred TwentySix Only
RA,Add 1% for lift charges
15 Providing and casting in situ cement concrete
___ of trap metal for R.C.C. Slabs and landings
upto as per detailed drawings and designs,
including centering, formwork, compacting,
finishing the surface with C.M. 1:3 of sufficient
minimum thickness to give a smooth and even
surfaceor roughning if special finish is to be
provided and curing etc. complete. (Excluding
steel reinforcement) M-20
228.68 Ground floor - 7518.00 Cu. M. 1719194.79 Rupees Seven Thousand Five
Hundred Eighteen Only
Bd-F.8, P. No.302 & B.7, P.No. 38 RA
226.01 First Floor - 7593.00 Cu. M. 1716070.39 Rupees Seven Thousand Five
Hundred NinetyThree Only
RA,Add 1% for lift charges
Page 5 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
16 Providing and casting in situ cement concrete
_____ of trap metal for R.C.C. chhajja as per
detailed designs and drawings, including
centering, formwork, compacting, roughening
the surface if special finish is to be provided and
curing etc. complete. (Excluding steel
reinforcement) M-20
8.56 Ground floor - 7593.00 Cu. M. 64988.49 Rupees Seven Thousand Five
Hundred NinetyThree Only
Bd-F.9, P. No.303 & B.7, P.No. 38 RA
8.24 First Floor - 7669.00 Cu. M. 63154.22 Rupees Seven Thousand Six Hundred
SixtyNine Only
RA,Add 1% for lift charges
17 Providing and casting in situ cement concrete
___ of trap metal for R.C.C. canopy as per
detailed designs and drawings, including
centering, formwork, compacting roughening
the surface if special finish is to be provided and
curing etc. complete. (Excluding steel
reinforcement). M-20
10.81 Ground floor - 8692.00 Cu. M. 93967.47 Rupees Eight Thousand Six Hundred
NinetyTwo Only
Bd-F.9, P. No.303 & B.7, P.No. 38 RA
18 Providing and casting in situ cement concrete
____ of trap metal for R.C.C. waist slabs, steps
and parapet as per detailed drawings for
staircases, including centering, formwork,
compacting, roughening the surface if special
finish is to be provided and curing etc.
complete. (Excluding steel reinforcement) M-20
8.35 Ground floor - 7518.00 Cu. M. 62740.72 Rupees Seven Thousand Five
Hundred Eighteen Only
Bd-F.8, P. No.302 & B.7, P.No. 38 RA
8.35 First Floor - 7593.00 Cu. M. 63366.62 Rupees Seven Thousand Five
Hundred NinetyThree Only
RA,Add 1% for lift charges
19 Providing and casting in situ cement concrete
____ of trap metal for R.C.C. pardi 150mm thick,
including centering formwork, compacting,
roughening the surface if special finish is to be
provided and curing etc. complete. (Excluding
steel reinforcement) M-20
Page 6 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
0.79 Ground floor - 9116.00 Cu. M. 7199.36 Rupees Nine Thousand One Hundred
Sixteen Only
Bd-F.11, P. No.304 & B.7, P.No. 38 RA
5.08 First Floor - 9207.00 Cu. M. 46734.73 Rupees Nine Thousand Two Hundred
Seven Only
RA,Add 1% for lift charges
20 Providing and casting in situ cement concrete
___ of trap metal for R.C.C. fins 65 mm thick in
position as shown in drawings or as directed by
Engineer-In-Charge, including centering
formwork, compacting, roughening the surface
if special finish is to be provided and curing etc.
complete. (Excluding steel reinforcement) M-20
1.00 M-30 8692.00 Cu. M. 8692.00 Rupees Eight Thousand Six Hundred
NinetyTwo Only
Bd-F.11, P. No.304 & B.7, P.No. 38 RA
21 Providing and fixing in position-
M.S./H.Y.S.D./T.M.T. bar reinforcement of various
diameters for R.C.C. pile caps, footings,
foundations, slabs, beams, columns, canopies,
staircases, newels, chajjas, lintels, pardies,
coping, fins, arches, etc. as per detailed designs,
drawings and schedules, including cutting,
bending, hooking the bars, binding with wires or
tack welding and supporting as required etc.
complete.
168.05 Ground floor - 53834.00 M.T. 9046775.76 Rupees FiftyThree Thousand Eight
Hundred ThirtyFour Only
Bd-F.17, P. No.306 ,130/43
79.25 First Floor - 54372.00 M.T. 4309170.04 Rupees FiftyFour Thousand Three
Hundred SeventyTwo Only
Add 1% for lift charge
Bd - G :
Brick
Masonry
22 Providing Second class Burnt Brick masonry with
conventional / I.S. type bricks in cement mortar
1:6 in foundations and plinth of inner walls &
external walls, including bailing out water
manually, striking joints on unexposed faces,
racking out joints on exposed faces and
watering etc. complete.
76.43 Spec. No.:BdG -1 Page No. 313 6170.00 Cu. M. 471599.63 Rupees Six Thousand One Hundred
Seventy Only
Bd-G.1, P. No.313 RA
Page 7 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
23 Providing Second Class Burnt Brick masonry with
conventional/I.S. type bricks in cement mortar
1:6 in superstructure, including striking joints,
racking out joints, watering and scaffolding etc.
complete.
738.95 Spec. No.:BdG -5 Page No. 315 6370.00 Cu. M. 4707114.02 Rupees Six Thousand Three Hundred
Seventy Only
Bd-G.5, P. No.315 RA
Page 8 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
24 Providing Second Class Burnt Brick masonry with
conventional / I.S. type bricks in cement mortar
1:4 in half brick thick wall including mild steel
longitudinal reinforcement of 2 bars of 6mm
diameter / 2 hoop iron strips 25mm x 1.6 mm
painted with anticorrosive paint at every third
course properly bent and bonded at ends,
scaffolding, racking out joints and watering etc.
complete.
78.69 Ground floor - 916.00 Sq.m. 72079.12 Rupees Nine Hundred Sixteen Only Bd-G.7, P. No.316 RA
477.70 First Floor - 925.00 Sq.m. 441875.28 Rupees Nine Hundred TwentyFive
Only
RA,Add 1% for lift charges
Bd - H :
Stone
Masonry
25 Providing uncoarsed rubble masonry of trap
stones in cement mortar 1:6 in foundation and
plinth of inner wall, including bailing out water
manually, striking joints on unexposed faces and
watering etc. complete.
9.26 Ground floor - 2948.00 Cu. M. 27285.51 Rupees Two Thousand Nine Hundred
FourtyEight Only
Bd-H.1, P. No.329 RA
Bd - J :
Water
Proofing
Page 9 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
26 Providing and laying water proofing treatment of
112 mm average thickness consisting of 12 mm
thick layer in cement mortar 1:3 with water
proofing compound at the rate of one
kilograme per bag of cement as base,
constructing and laying brick bat coba in
cement mortar 1:5 with waterproofing
compound at the rate of one kilogramme per
bag of cement and having average thickness of
80mm and finishing with 20 mm cement plaster
layer in cement mortar 1:3 with approved water
proofing compound at the rate of one
kilogramme per cement bag, including all lead,
lifts and laid to proper slope to drain off water
entirely inlcuding watta at the junction of
parapet and work upto a height of 30 cm or as
directed and, including finishing the top layer of
water proofing treatment with false marking of
30 x 30cm or as directed and covering the
whole treatment with seven year's guarantee, on
requisite stamp paper etc.complete.
1909.94 First Floor - 683.00 Sq. M. 1304488.13 Rupees Six Hundred EightyThree Only RA As Directed
by Engineer in
charge
28 Providing waterproof bedding for flooring of
bath and W.C.. 25 mm thick in cement mortar
1:3 using 1 kg of approved waterproofing
compound of IS Std. per 50 kg of cement,
including leveling, curing etc. complete.
41.20 a) For First Floor 301.00 SQM 12400.90 Rupees Three Hundred One Only RA As Directed
by Engineer in
charge
Bd - L :
Plastering
and
Pointing
Page 10 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
29 Providing internal cement plaster 20mm thick in
a Two coat, ______without neeru finish to
concrete or brick surface in all positions
including racking out joints, scaffolding and
curing etc. complete.in cement mortar 1:4
2987.20 Ground floor - 212.00 Sq.M. 633286.51 Rupees Two Hundred Twelve Only Bd-L.2, P. No.368 RA
1982.24 First floor - 214.00 Sq.M. 424200.11 Rupees Two Hundred Fourteen Only RA,Add 1% for lift charges
30 Providing sand face plaster externally in two
coats using approved screened sand in all
positions, including providing base coat of 15
mm thick in cement mortar 1:4 mixing approved
water proofing compound at the rate of 1
kilogramme / 50 kg of cement and curing the
same for not less than two days and keeping the
surface of base coat rough to receive the sand
faced treatment 8 mm thick in cement mortar
1:4 and finishing the surface by taking out grains
and curing for 14 days including preparing the
surface and scaffolding etc. complete.
1442.47 Ground floor - 324.00 Sq.M. 467361.09 Rupees Three Hundred TwentyFour
Only
Bd-L.7, P. No.369 RA
2175.61 First floor - 327.00 Sq.M. 711423.26 Rupees Three Hundred TwentySeven
Only
RA,Add 1% for lift charges
31 Providing internal cement plaster 12mm thick in
a single coat in cement mortar 1:4 without neeru
finish to concrete surface in all positions
including scaffolding, providing groove at joint
of Brick Masonry and concrete members if
necessary, curing etc. complete.
1735.82 Ground floor - 152.00 Sq.M. 263844.68 Rupees One Hundred FiftyTwo Only Bd-L.1, P. No.367 RA
1543.66 First floor - 154.00 Sq.M. 237724.10 Rupees One Hundred FiftyFour Only RA,Add 1% for lift charges
32 Providing neeru finish to plaster surface in all
position including scaffolding and curing etc.
complete.
2987.20 Ground floor - 27.00 Sq. M. 80654.41 Rupees TwentySeven Only Bd-L.10, P. No.370 ,197/62
Page 11 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
1982.24 First floor - 27.27 Sq. M. 54055.78 Rupees TwentySeven Paise
TwentySeven Only
Add 1% for lift charge
33 Providing neeru finish to plaster surface for
providing neeru finishing to ceiling including
scaffolding and curing etc. complete.
1735.82 Ground floor - 27.00 Sq. M. 46867.15 Rupees TwentySeven Only Bd-L.10, P. No.370 ,197/62
1543.66 First floor - 27.27 Sq. M. 42095.69 Rupees TwentySeven Paise
TwentySeven Only
Add 1% for lift charge
35 Providing tuck pointing with cement mortar 1:3
for stone/brick masonry including scaffolding
and curing etc. complete.
10.00 First Floor - 69.00 Sq. M. 690.00 Rupees SixtyNine Only Bd-L.16, P. No.373 RA
36 Providing and fixing chicken wire mesh
(Reference IS: 3150-1982 )of 19 size of aperture
at the junction of R.C.C members and brick
work, of approved quality including fixing mesh
in position by necessary nailing in concrete
or/B.B. masonry and or tying by binding wire etc.
complete.
1096.01 Ground floor - 89.00 Sq. M. 97544.45 Rupees EightyNine Only ,208/64
982.26 First floor - 89.89 Sq. M. 88295.62 Rupees EightyNine Paise EightyNine
Only
Add 1% for lift charge
37 Providing groove near R.C.C. member and brick
wall including finishing etc. complete as
directed by Engineer in charge.
284.80 Ground floor - 21.00 Rmt 5980.80 Rupees TwentyOne Only ,204/63
277.60 First floor - 21.21 Rmt 5887.90 Rupees TwentyOne Paise TwentyOne
Only
Add 1% for lift charge
38 Providing patta ---- mm wide on plastered
surface 12 mm to 15 mm thick in c.m. 1:3 in line
and level including neat finishing, scaffolding,
curing etc. complete.
75 mm wide
30.00 Ground floor - 21.00 Rmt 630.00 Rupees TwentyOne Only ,205/63
30.00 First floor - 21.21 Rmt 636.30 Rupees TwentyOne Paise TwentyOne
Only
Add 1% for lift charge
100 mm wide
30.00 Ground floor - 27.00 Rmt 810.00 Rupees TwentySeven Only ,206/63
30.00 First floor - 27.27 Rmt 818.10 Rupees TwentySeven Paise
TwentySeven Only
Add 1% for lift charge
As Directed
by Engineer in
charge
As Directed
by Engineer in
charge
Page 12 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
150 mm wide
30.00 Ground floor - 40.00 Rmt 1200.00 Rupees Fourty Only ,207/64
30.00 First floor - 40.40 Rmt 1212.00 Rupees Fourty Paise Fourty Only Add 1% for lift charge
Bd - M :
Paving,
Flooring
and Dado
39 Providing and fixing machine cut mirror polished
18 mm to 20 mm thick telephone black/ Amba
White/Cat bary brown/ RBI red/ Ocean Brown
granite stone partition with rounding the edges
etc. complete. Both Side Polish
5.40 Ground floor - 3220.00 Sq.m. 17388.00 Rupees Three Thousand Two Hundred
Twenty Only
Bd-M.35 RA
3.60 First floor - 3252.00 Sq.m. 11707.20 Rupees Three Thousand Two Hundred
FiftyTwo Only
RA,Add 1% for lift charges
40 Providing and laying in position polished Kota
Stone flooring--------- of approved quality 25mm
to 30mm thick in plain/diamond pattern on a
bed of cement mortar 1:6 including cement
float, filling joints with neat cement slurry, curing,
polishing and cleaning etc. complete.
292.81 Ground floor - 1058.00 Sq. M. 309797.85 Rupees One Thousand FiftyEight Only Bd-M.3, p.No.380 RA
334.96 First floor - 1069.00 Sq. M. 358066.90 Rupees One Thousand SixtyNine Only RA,Add 1% for lift charges
41 Providing and laying ceramic tiles of Kajaria/
Nitco/ Asian or equivalent make having sizes
______________ for skirting in required position
with readymade adhesive mortar of approved
quality on plasterof 1:2 cement mortar including
joint filling with white /colour cement slurry
cleaning curing complete.
30.36 Ground floor - 872.00 Sq. M. 26475.23 Rupees Eight Hundred SeventyTwo
Only
Bd-M.13, p.No.386 RA
31.13 First floor - 881.00 Sq. M. 27425.35 Rupees Eight Hundred EightyOne
Only
RA,Add 1% for lift charges
As Directed
by Engineer in
charge
Page 13 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
42 Providing mirror finishing to stone flooring as
directed by Engineer-in-charge including all
material, labour etc. complete. (Prior permission
of S.E. shall be obtained before inclusion of this
item in the estimate.) Spec No. : As directed by
Engineer- in-charge.
323.18 Ground floor - 380.00 Sq. M. 122806.92 Rupees Three Hundred Eighty Only ,239/71
366.08 First floor - 384.00 Sq. M. 140576.56 Rupees Three Hundred EightyFour
Only
Add 1% for lift charge
43 Providing and laying Antiskid Ceramic tiles of
approved quality of company Kajaria / Nitco /
Asian or equivalent make of size 30 cm x 30 cm
and confirming to IS 15,622-2,006 (Group-B IIA)
for antiskid flooring in required position laid on a
bed of 1:4 cement mortar including cement
float, filling joint with cement slurrycleaning
curing complete.
39.91 Ground floor - 665.00 Sq. M. 26538.82 Rupees Six Hundred SixtyFive Only RA
36.67 First floor - 672.00 Sq. M. 24640.90 Rupees Six Hundred SeventyTwo Only RA,Add 1% for lift charges
44 Providing and laying ceramic tiles of Kajaria/
Nitco/ Asian or equivalent make having sizes
______________ for Dado & skirting in required
position with readymade adhesive mortar of
approved quality on plasterof 1:2 cement mortar
including joint filling with white /colour cement
slurry cleaning curing complete.
124.05 Ground floor - 872.00 Sq. M. 108171.60 Rupees Eight Hundred SeventyTwo
Only
RA
97.62 First floor - 881.00 Sq. M. 86003.22 Rupees Eight Hundred EightyOne
Only
RA,Add 1% for lift charges
As Directed
by Engineer in
charge
Bd-M.12,
Bd-M.12,
Page 14 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
45 Providing and laying polished Granite of
approved colour stone flooring 16mm to 20mm
thick and of required width in plain / diamond
pattern on a bed of / 1:6 cement mortar
including cement float, filling joints with neat
same coloured cement slurry, curing, and
cleaning complete. (Prior permission of SE shall
be obtained before inclusion of this item in the
estimate) Additional item : As directed by
engineer in charge.
182.57 Ground floor - 3220.00 Sq. M. 587868.96 Rupees Three Thousand Two Hundred
Twenty Only
Bd-M.35,P.No.393 RA
83.78 First floor - 3252.00 Sq. M. 272465.57 Rupees Three Thousand Two Hundred
FiftyTwo Only
RA,Add 1% for lift charges
46 Providing and fixing in required polished Granite
of approved colour stone skirting or dado of
16mm to 20mm thick and of required width on
1:4 cement plaster including cement float, filling
joints with same coloured cement slurry, curing,
rubbing, and cleaning complete. (Prior
permission of SE shall be obtained before
inclusion of this item in the estimate) Additional
item : As directed by engineer in charge.
22.07 Ground floor - 3260.00 Sq. M. 71954.72 Rupees Three Thousand Two Hundred
Sixty Only
RA
18.85 First floor - 3293.00 Sq. M. 62079.64 Rupees Three Thousand Two Hundred
NinetyThree Only
RA,Add 1% for lift charges
Bd-M.35,P.No.393
Page 15 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
47 Providing and laying polished Granite stone slab
of approved colour and 16mm to 20mm thick for
treads and risers of steps and staircases, with
rounded nosing for the treads on a bed of 1:4
cement mortar including cement float, filling
joints with neat cement slurry, curing, and
cleaning complete. (Prior permission of SE shall
be obtained before inclusion of this item in the
estimate) Additional item : As directed by
engineer in charge.
61.35 Ground floor - 3260.00 Sq. M. 199993.83 Rupees Three Thousand Two Hundred
Sixty Only
Bd-M.22, P. No.390 RA
38.67 First floor - 3293.00 Sq. M. 127333.07 Rupees Three Thousand Two Hundred
NinetyThree Only
RA,Add 1% for lift charges
48 Providing sills of polished Granite of approved
colour stone and 16mm to 20mm thick of
approved quality vein and colour with machine
polished surface on a bed of Cement Mortar 1:4
including neat cement float filling joints with neat
cement slurry to match the colour of the slabs
curing, rounding edges and cleaning etc.
complete. (Prior permission of SE shall be
obtained before inclusion of this item in the
estimate) Additional item : As directed by
engineer in charge.
118.94 Ground floor - 3260.00 Sq. M. 387728.10 Rupees Three Thousand Two Hundred
Sixty Only
Bd-M.35, P. No.393 RA
113.22 First floor - 3293.00 Sq. M. 372833.46 Rupees Three Thousand Two Hundred
NinetyThree Only
RA,Add 1% for lift charges
49 Providing Rounded Moulding to 18mm to 20mm
thick Marble / granite stone edges as per
approved Design including cutting, grinding,
moulding, polishing etc. with all labour, material,
machinery etc. complete.
129.80 Ground floor - 132.00 Rmt 17133.60 Rupees One Hundred ThirtyTwo Only ,272/78
79.40 First floor - 133.00 Rmt 10560.20 Rupees One Hundred ThirtyThree Only Add 1% for lift charge
As Directed
by Engineer in
charge
Page 16 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
50 Providing and fixing Vitrified tiles of of kajaria /
nitco / Asian / coral or equivalant make having
size 590mm to 601mm x 590mm to 605mm of 8 to
10 mm thickness and confirming IS 15622-2006
(Group Bla) of approved make, shade and
pattern for flooring in requred position laid on a
bed od 1:4 cement mortar including cement
float, filling joint,curing & cleaninng etc.
complete. : Rustic Matt Finish
1114.47 Ground floor - 800.00 Sq. M. 891576.52 Rupees Eight Hundred Only RA
1063.19 First floor - 808.00 Sq. M. 859053.48 Rupees Eight Hundred Eight Only RA,Add 1% for lift charges
51 Providing and fixing Vitrified tiles of of kajaria /
nitco / Asian / coral or equivalant make having
size 590mm to 601mm x 590mm to 605mm of 8 to
10 mm thickness and confirming IS 15622-2006
(Group Bla) of approved make, shade and
pattern for Skirting in requred position laid on a
bed od 1:4 cement mortar including cement
float, filling joint,curing & cleaninng etc.
complete. : Rustic Matt Finish
. 64.94 Ground floor - 880.00 Sq. M. 57145.44 Rupees Eight Hundred Eighty Only RA
51.77 First floor - 889.00 Sq. M. 46019.97 Rupees Eight Hundred EightyNine
Only
RA,Add 1% for lift charges
52 Providing and applying two coats of synthetic
enamel paint of approved colour to new / old
structural steel work and wood work in buildings,
including scaffolding if necessary, cleaning and
preparing the surface (excluding primer coat)
complete. (Sample and brand is to be got
approved from Executive Engineer before use)
Spec. No. : Bd.O.5 Page No. 405
As Directed
by Engineer in
charge
21.60 Ground floor - 60.00 Sq. M. 1296.00 Rupees Sixty Only Bd-O.5, P. No.405 ,306/86
Page 17 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
53 Providing and applying one priming coat of
approved quality on concrete / masonry /
Asbestos cement / plastered surfaces, including
scaffolding if necessary, preparing the surface
by thoroughly cleaning oil, grease dirt and other
foreign matter and sand papering etc.
complete.
As Directed
by Engineer in
charge
4723.02 Ground floor - 17.00 Sq. M. 80291.35 Rupees Seventeen Only ,315/87
3525.91 First floor - 17.17 Sq. M. 60539.81 Rupees Seventeen Paise Seventeen
Only
Add 1% for lift charge
Bd - P :
Colour /
White
washing &
Distemperin
g
54 Providing and applying pearl/luster paint of
approved colour & shade to the existing
plastered surfaces including scaffolding,
preparing the surface, applying primer and
acrelic wall putti etc complete.
4723.02 Ground floor - 198.00 Sq. M. 935158.11 Rupees One Hundred NinetyEight
Only
,317/87
3525.91 First floor - 200.00 Sq. M. 705181.30 Rupees Two Hundred Only Add 1% for lift charge
55 Providing and applying two coats of appex Ace
white exterior paint of approved manufacture
and of approved colour to the plastered
surfaces including cleaning, prepairing the
plaster surface ,applying primer coat,
scaffolding if necessary, and watering the
surface for two days complete.
1442.47 Ground floor - 210.00 Sq. M. 302919.23 Rupees Two Hundred Ten Only ,317/87
2175.61 First floor - 212.00 Sq. M. 461228.54 Rupees Two Hundred Twelve Only Add 1% for lift charge
DOOR FARMES
As Directed
by Engineer in
charge
I.No.-17, P.No.-58
Page 18 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
56 Providing and fixing M-40 grade thick vibrated
pull cast or similar type concrete frame with
chamfer conforming to I.S. 6524-1983 having 6
mm dia bars 3 Nos. And strips @250 mm c/c and
fixing in wall with 6 Nos. of hold fast of 12 mm dia
bars 500 mm long including primer and oil
painting etc, complete) frame size 60 mm x 125
mm Spec. No.: As directed by engineer-in-
charge.
As Directed by Engineer
in charge
50.00 Ground floor - 563.00 RMT 28150.00 Rupees Five Hundred SixtyThree Only ,437/117
57 3.65 Providing and fixing superior Indian teak wood
double leaf, 1st class, fully panelled door for
exterior walls without fanlight, etc as per detailed
drawings including brass oxidised fixtures and
fastenings and finishing the wood work with one
coat of primer (excluding the door frame)
complete.
5715.00 Sq.M. 20848.32 Rupees Five Thousand Seven
Hundred Fifteen Only
Bd-T.11,12, P. No.482,4839 ,397/106
FLUSH DOOR SHUTTER
58 Providing and fixing single leaf pannelled door
shutter without fanlight and shutter 35mm thick
as per drawing consisting of Ghana T.W. top rail
size 100 x 35mm and bottom and lock rail 200 x
35mm insert pannel 12mm thick commercial
playfaced T.W. partical board with phenol
formaldehyde synthetic resin (Generally
confirming to ISI 3097) excluding frame including
iron oxidised fixture fastening and T.W. beading
at junction of pannels inserts and as instructed by
the Engineer in charge including 3 coats of oil
painting etc. complete.
82.53 Ground floor - 5715.00 Sq.M. 471658.95 Rupees Five Thousand Seven
Hundred Fifteen Only
,397/106
69.30 First floor - 5772.00 Sq.M. 399999.60 Rupees Five Thousand Seven
Hundred SeventyTwo Only
Add 1% for lift charge
Bd-T.34, P. No.499
Page 19 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
59 Providing and fixing collapsible steel gate in two
leaves with channel pickets, pivoted flat bars,
including top and bottom guide rollers, stoppers,
handles, all fittings and accessories, locking
arrangement and applying one coat of red lead
primer etc. complete.
21.09 Spec. No.:BdT.-57. Page No.511 2451.00 Sq.M. 51691.59 Rupees Two Thousand Four Hundred
FiftyOne Only
Bd-T.57, P. No.511 ,411/110
VENTILATORS
60 Providing and fixing in position aluminium
louvered windows/ ventilators (IS std.) of various
sizes with powder coating as per detailed
drawings and specifications including aluminium
frames 80 x 38 mm box type 5 mm thick sheet
glass louvers, clips / rubber plain P.V.C.. gaskets
of approved quality etc. complete.. (Sample to
be got approved from Ex. Engineer before use)
As Directed
by Engineer in
charge
4.05 Ground floor - 2840.00 Sq.M. 11502.00 Rupees Two Thousand Eight Hundred
Fourty Only
,444/119
3.60 First floor - 2868.00 Sq.M. 10324.80 Rupees Two Thousand Eight Hundred
SixtyEight Only
Add 1% for lift charge
Page 20 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
61 Supplying and fixing in position anodized
extruded modular aluminium section Three Track
sliding windows mounted on rectangular frame
of size 100 x 50x 2.80mm thick (2.183 kg/Rmt.)
made up of three track drain bottom section of
size92 x 31 x 1.1mm thick (0.911 kg/Rmt.) and top
and sides sections of size 92 x 45 x 1.5mm thick
(1.284 kg/Rmt.). The shutter should be of bearing
bottom of size 40 x 18 x 1.2mm thick (0.417
kg/Rmt.) top member of size 40 x 18 x 1.20mm
thick (0.475 kg/Rmt.) Interlocking section size of
43 x 27 x 1.30mm thick (0.558 kg/Rmt.) and
handle section of size 43 x 18 x 1.30mm thick
(0.424 kg/Rmt.) selected quality 5.5mm thick
clear glass to be fixed in shutter with neoprene
gasket with approved quality PVC rollers
necessary locks handles PVC lining and wooden
encasement wherever necessary etc. complete
as directed by Engineer in charge.
As Directed
by Engineer in
charge
138.60 Ground floor - 4435.00 Sq.M. 614691.00 Rupees Four Thousand Four Hundred
ThirtyFive Only
,424/113
133.20 First floor - 4479.00 Sq.M. 596602.80 Rupees Four Thousand Four Hundred
SeventyNine Only
Add 1% for lift charge
Page 21 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
62 Providing and fixing 29 mm thick factory made
PVC rigid foam panelled door shutters
manufactured by M/s Rajshri or equivalent made
from MS tube of 19 guage thickness size 19 mm x
19 mm for styles and 15 mm x 15 mm for top and
bottom rails, covered with heat moulded PVC
“C” channel of 5 mm thick sheet and 30 mm x
50 mm wide to form styles and 5 mm thick and
75 mm wide PVC sheet for top rail, lock rail and
bottom rail on either side and 5 mm thick, 20 mm
wide cross PVC sheet as gap insert for top rail
and bottom rail panelling of 5 mm thick PVC
sheet fitted in the M.S. frame welded/sealed to
the styles and rails with 5 mm x 30 mm PVC sheet
beading on either side and joined together with
solvent cement adhesive etc. complete as per
manufacturer’s specification and direction of
Engineer in charge fixed to the frames with
stainless steel hinges of 75 mm size, stailness steel
tower bolt 100 mm size, stainless steel handles
100 mm size including all material, labour,
machinery etc. complete (For WC, bath shutters)
(The
item is exclusive of door frame)
Spec.: As directed by Engineer-in-charge.
As Directed
by Engineer in
charge
11.03 Ground floor - 3580.00 Sq.M. 39469.50 Rupees Three Thousand Five Hundred
Eighty Only
,427/115
9.45 First floor - 3616.00 Sq.M. 34171.20 Rupees Three Thousand Six Hundred
Sixteen Only
Add 1% for lift charge
Bd - U : Iron
Work
63 Providing and fixing mild steel grill work for
windows, ventilators weighing 20.00 kg per Sq.M.
as per drawing, including necessary fixtures,
welding and painting with one coat of anti-
corrosive paint etc. complete.
Bd-U.1, P. No.537
142.65 Ground floor - 1584.00 Sq.M. 225957.60 Rupees One Thousand Five Hundred
EightyFour Only
,470/125
Page 22 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
136.80 First floor - 1600.00 Sq.M. 218880.00 Rupees One Thousand Six Hundred
Only
Add 1% for lift charge
64 Providing and fixing mild steel grill railing
weighing 20kg per Sq.M. with C.C. teak wood
hand rail of size 75 x 60 mm and sill of 75 x 25 mm
for staircase, and verandah including
fabricating, fixtures, erecting, painting grill work
with one coat of anticorrosive paint and
polishing the sill, hand rail with French polishing
etc. complete.
Bd-U.2, P. No.537
10.50 Ground floor - 1924.00 Sq.M. 20202.00 Rupees One Thousand Nine Hundred
TwentyFour Only
,472/125
14.10 First floor - 1943.00 Sq.M. 27396.30 Rupees One Thousand Nine Hundred
FourtyThree Only
Add 1% for lift charge
Bd -V
:Water
Supply &
Sanitory
fittings
65 Providing and laying in trenches medium grade
having embossed ISI Mark mm diameter
galvanised iron pipes with screwed sockets,
joints, necessary galvanised iron fitting such as
sockets, back nuts, elbows, bends, tees,
reducers, enlargers, plugs, clamps etc. including
necessary drilling hole in walls, slabs etc. and
remaking good the demolished portion to
restore the same in original condition neatly,
testing etc. complete. (Prior approval of sample
and brand by Executive Engineer is necessary
before use) Spec. No. : Bd.V.5 Page No. 551
a 55.00 15 mm dia GI 165.00 Rmt 9075.00 Rupees One Hundred SixtyFive Only
b 50.00 20 mm dia GI 191.00 Rmt 9550.00 Rupees One Hundred NinetyOne
Only
c 47.00 25 mm dia GI 252.00 Rmt 11844.00 Rupees Two Hundred FiftyTwo Only
Bd-V.5, P. No.551 ,491-496/129-130
Page 23 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
d 40.00 32 mm dia GI 321.00 Rmt 12840.00 Rupees Three Hundred TwentyOne
Only
e 30.00 40 mmdia Gi 378.00 Rmt 11340.00 Rupees Three Hundred SeventyEight
Only
f 20.00 50 mm dia GI 471.00 Rmt 9420.00 Rupees Four Hundred SeventyOne
Only
65 Providing & fixing on walls / ceiling / floors,
medium grade having embossed ISI Mark
mm diameter galvanised iron pipes with
screwed sockets, joints & necessary galvanised
iron fittings such as sockets, back nuts, elbows,
bends, tees, reducers, enlargers, plugs, clamps
etc. including necessary drilling holes in walls,
slabs etc. & remaking good the demolished
portion to restore the same in original condition
neatly, testing etc. complete. (Prior approval of
sample and brand by Executive Engineer is
necessary before use) Spec. No. : Bd.V.5 Page
No. 551
a 55.00 15 mm dia GI 195.00 Rmt 10725.00 Rupees One Hundred NinetyFive Only
b 50.00 20 mm dia GI 210.00 Rmt 10500.00 Rupees Two Hundred Ten Only
c 47.00 25 mm dia GI 266.00 Rmt 12502.00 Rupees Two Hundred SixtySix Only
d 40.00 32 mm dia GI 365.00 Rmt 14600.00 Rupees Three Hundred SixtyFive Only
e 30.00 40 mmdia Gi 393.00 Rmt 11790.00 Rupees Three Hundred NinetyThree
Only
f 20.00 50 mm dia GI 476.00 Rmt 9520.00 Rupees Four Hundred SeventySix Only
Bd-V.5, P. No.551 ,491-496/129-130
Bd-V.5, P. No.551 ,483-488/128-129
Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted Deleted
Page 24 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
65 Providing and fixing in position mm
diameter ultra violet stabilised CPVC plumbing
pipe of specified outer diameter of required
standard thickness conforming to I.S. 4985
including necessary fittings conforming to I.S.
7834 such as PVC bends, tees, reducers, clamps,
plugs etc. including necessary excavation
drilling holes in walls, slabs etc. and making
good the surface complete. (For 10 kg / Sq.cm
Pressure) (Prior approval of sample and brand by
Executive Engineer is necessary before use)
Spec. No. As directed by Engineer in charge.
a 20.00 15 mm dia 178.00 Rmt 3560.00 Rupees One Hundred SeventyEight
Only
b 15.00 20 mm dia 196.00 Rmt 2940.00 Rupees One Hundred NinetySix Only
c 22.00 25 mm dia 228.00 Rmt 5016.00 Rupees Two Hundred TwentyEight
Only
d 18.00 32 mm dia 264.00 Rmt 4752.00 Rupees Two Hundred SixtyFour Only
e 12.00 40 mmdia 336.00 Rmt 4032.00 Rupees Three Hundred ThirtySix Only
67 Providing and fixing 25 mm diameter water
meter with non return valve with water meter
chamber 100 cm. x 50 cm. size of brick work in
cement mortar 1:6, 23 cm thick on the bed of
cement concrete 1:4:8, 15 cm thick with
necessary excavation in all strata, 20 mm
cement plaster 1:3 proportion, cast iron frame
and cover and locking arrangement with M.S.
flat and locking including three coats of oil paint
of approved quality to cast iron frame and
cover and strainer, testing etc. complete. Spec.
No : Bd V 6 Page 553.
Bd-V.7, P. No.554
a 1.00 25 mm dia water meter 4350.00 no 4350.00 Rupees Four Thousand Three Hundred
Fifty Only
,501/131
As Directed
by Engineer in
charge
,586-590/144
Page 25 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
66 Providing and fixing Bib Cock with wall flange
jaquar make continental ( CAT No. Con 047) or
eqivalant including including necessary
sockets/union nut etc. complete.
Bd-V.8, P. No.554
a 30.00 15 mm dia 929.00 no 27870.00 Rupees Nine Hundred TwentyNine
Only
,614/148 As Directed
by Engineer in
charge
67 P/F cromium plated stop cock of approved
a 20.00 15 mm dia CP angular stop cock jaquar make 858.00 no 17160.00 Rupees Eight Hundred FiftyEight Only ,610/147
68 10.00 P/F 25 mm dia push type CP stop cock jaquar
make
1145.00 no 11450.00 Rupees One Thousand One Hundred
FourtyFive Only
,611/147
69 4.00 P/F 15 mm dia pillar cock long neck type CP
jaquar make
1168.00 no 4672.00 Rupees One Thousand One Hundred
SixtyEight Only
,613/148
70 2.00 Providing and fixing 40 mm diameter Ball cock
of medium type with PVC float including sockets
& necessary fittings and tested as per municipal
requirements etc. complete. Additional Item.
Spec. No. As directed by Engineer in charge.
604.00 no 1208.00 Rupees Six Hundred Four Only ,567/140 As Directed
by Engineer in
charge
71 6.00 Providing and fixing 45 cm wide steel ladder of
40mm x 6 mm mild steel flat stringers and steps of
18 mm dia mild steel bar for water tank including
fixing it in 1:2:4 / M-15 cement concrete block
60cm x 30cm x 30cm & painting the ladder with
3 coats of oil painting etc. complete. Spec. No. :
Bd.V.19 Page No. 559
545.00 Rmt 3270.00 Rupees Five Hundred FourtyFive Only Bd-V.19, P. No.559 ,520/133
As Directed
by Engineer in
charge
Bd-V.14, P. No.557
Page 26 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
72 Providing and fixing 1st class "Orissa type" colour
glazed earthenware 600 x 400 mm W.C. Pan
including `P' and `S' trap, UPVC soil and vent
pipe upto the out side face of wall, including 100
mm dia. UPVC plug bend, 10 litre UPVC high
level flushing cistern with fittings, inlet pipe with
stop tap, brackets, 32 mm dia. UPVC flush pipe
with fittings and clamps, 20 mm dia. UPVC over
flow pipe with mosquito proof coupling, UPVC
chain and pulley, painting to cistern and
exposed pipes, cutting and making good to the
walls and floors, testing etc. complete. (Prior
approval of sample and brand by Ex. Engineer is
necessary before use.)
As Directed
by Engineer in
charge
6.00 4890.00 no 29340.00 Rupees Four Thousand Eight Hundred
Ninety Only
,566/140
73 7.00 Providing and fixing European type white glazed
earthenware Water Closet Pan with Bakelite seat
and lid with chromium plated brass hinges and
rubber buffers including UPVC, soil and vent
pipes upto the outside face of walls, 10 litre fibre
low level tank flushing cistern with fittings, pipe
and stop tap, brackets for fixing cistern 32 mm
dia. UPVC flush pipe with fittings and clamps, 20
mm dia. UPVC overflow pipe with mosquito
proof couplings, painting of the cistern and
exposed pipes and cutting and making good to
the walls and floors, testing etc. complete. (Prior
approval of sample and brand by Ex. Engineer is
necessary before use.)
3130.00 no 21910.00 Rupees Three Thousand One Hundred
Thirty Only
,638/152 As Directed
by Engineer in
charge
Page 27 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
74 Providing ad fixing coloured glazed
earthenware full stall type Urinal without flushing
cistern with inlet pipes, UPVC flush pipe, stop tap
32 mm dia. with fittings, UPVC soil pipe, UPVC
trap and soil pipe connection upto the outside
face of the wall, making good to damaged
surface, testing etc. complete. (Prior approval of
sample and brand by Ex. Engineer is necessary
before use) Spec. No. : Bd.V.23 Page No. 562
4245.00 Rupees Four Thousand Two Hundred
FourtyFive Only
Bd-V.23, P. No.562
8.00 a) coloured glazed 4245.00 no 33960.00 Rupees Four Thousand Two Hundred
FourtyFive Only
,522/133
75 9.00 Providing and fixing white glazed earthenware
Wash Hand Basin of Size 63 x 45cm. including
pillar tap, brackets, rubber plugs and brass
chain, stop tap and necessary pipe connections
including UPVC waste pipe and UPVC bottle trap
upto the outside face of the wall making good
damaged surface, testing etc. complete. Spec.
No. : Bd.V.30 Page No. 565
2558.00 no 23022.00 Rupees Two Thousand Five Hundred
FiftyEight Only
Bd-V.30, P. No.565 ,527/134
76 9.00 Providing and fixing P.V.C. long arm Nahani Trap
of 10 cm diameter including PVC grating, bend
and connecting piece of UPVC pipes upto the
outside face of the walls making good
damaged surface, testing etc. complete. Spec.
No. : Bd.V.32 Page No. 567 and as directed by
Engineer in charge).
650.00 no 5850.00 Rupees Six Hundred Fifty Only ,533/135 As Directed
by Engineer in
charge
77 18.00 Providing and laying 100mm dia half round
white glazed earthenware pipes in 1:5:10
cement concrete bedding including bends,
making good the damaged surface, testing etc.
complete. Spec. No. : Bd.V.29 Page No. 565
210.00 rmt 3780.00 Rupees Two Hundred Ten Only Bd-V.29, P. No.565 ,534/135
Page 28 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
78 Providing and laying mm diameter concrete
pipes of I.S.NP.2 class in proper line, level and
slope including necessary collars, excavation,
laying, fixing with collars in cement mortar 1:1
and refilling the trench complete. Spec. No. :
Bd.V.41 Page No. 573
a 25.00 150 mm 505.00 rmt 12625.00 Rupees Five Hundred Five Only ,540/136
b 15.00 225 mm 560.00 rmt 8400.00 Rupees Five Hundred Sixty Only ,541/136
c 10.00 300 mm 816.00 rmt 8160.00 Rupees Eight Hundred Sixteen Only ,542/136
79 Providing and fixing 110 mm diameter UPVC soil
/ vent / waste SWR pipe of required diameter
conforming to IS-13592, and IS-4985 to withstand
continuous internal hydraulic pressure of 4 kg /
cm2 including necessary fixtures and fittings,
such as bends, tees, single junctions, double
junctions and joining with rubber rings and
lubricants, on wall by means of clips or in ground
including necessary excavation, laying refilling,
trench testing etc. complete. (Prior approval of
sample and brand by Ex. Engineer is necessary
before use) Spec. No.: As directed by Engineer-in-
charge.
I.No.-40, P.No-108 As Directed
by Engineer in
charge
a 250.00 110 mm 357.00 rmt 89250.00 Rupees Three Hundred FiftySeven
Only
,559/139
b 50.00 75 mm 310.00 rmt 15500.00 Rupees Three Hundred Ten Only ,558/139
80 Providing & constructing Brick Masonry
Inspection Chamber including 1:4:8
cement concrete foundation 1:2:4 cement
concrete channels half round G.S.W. pipes, Brick
Masonry, plastering from inside and airtight 75
mm thick R.C.C. cover etc. complete. Spec. No.
: Bd.V.43 Page No. 574
2.00 a) 60 x 45 cm 3893.00 no 7786.00 Rupees Three Thousand Eight
Hundred NinetyThree Only
Bd-V.43, P. No.574 ,545/137
2.00 b) 90 x 45 cm 3957.00 no 7914.00 Rupees Three Thousand Nine
Hundred FiftySeven Only
Bd-V.43, P. No.575 ,546/137
Bd-V.41, P. No.573
Page 29 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
81 20.00 Providing and fixing 15cm x 10cm salt glazed
stoneware gully trap in cement concrete 1:4:8
outside the building including connecting
glazed stoneware pipe, brick masonry chamber
with R.C.C. lid and symet grating for the gully
trap testing etc. complete. Spec. No. : Bd.V.38
Page No. 572
672.00 no 13440.00 Rupees Six Hundred SeventyTwo Only Bd-V.38, P. No.572 ,535/136
82 20.00 Providing soak pit of size 120 cm x 120 cm x 120
cm including excavating and filling with brick-
bats.Spec. No.: Bd V. 46 Page No. 576
685.00 Nos 13700.00 Rupees Six Hundred EightyFive Only Bd-V.46, P. No.576 ,550/138
83 5.00 Providing and fixing chromium plated towel rod
16 mm dia and 75 cm. in length including all
accessories complete. Spec.: As directed by
Engineer-in-charge.
170.00 no 850.00 Rupees One Hundred Seventy Only ,562/140 As Directed
by Engineer in
charge
84 10.00 Providing and fixing 450mm x 550mm size
superior type Belgium mirror with 16 mm dia.
nickel plated towel rod etc. complete. Spec. : As
directed by Engineer in charge.
407.00 no 4070.00 Rupees Four Hundred Seven Only ,551/138 As Directed
by Engineer in
charge
85 10000.00 Providing, hoisting and fixing in position Sintex or
equivalent High Density Poly Ethylene UV
stabilised conformingto IS-12701; water storage
tank with necessary connection, testing etc.
complete. (Prior approval of sample by Exe.
Engineer is necessary before use.) Spec. No.: As
directed by Engineer-in- charge.
8.00 ltr 80000.00 Rupees Eight Only ,585/144 As Directed
by Engineer in
charge
Bd - W
:Miscellane
ous
Page 30 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
86 Providing Pre-constructional Anti termite
treatment by treating the bottom surface and
the sides of excavation in soil with the plinth
beams at the rate of 3 litres of emulsion
concentrate of one percent concentration of
chlorpyrifos 20% F.C.( i.e. by diluting 5 ltr. of
chlorpyrifos 20% EC with 95 ltr. of water) ISI
approved conforming as per I.S. 8944 & I.S. 6313
(Part II 1981) and spraying by high volume
sprayer per square metre surface area with ten
years guarantee bond etc.complete.
As Directed
by Engineer in
charge
Page 31 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
1743.14 Spec. 12.00 Sq.M. 20917.68 Rupees Twelve Only ,742/172
87 1200.00 Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-II) treatment by
treating the backfill in immedite contact with
foundation at the rate of 7.5 liter of emulsion
concentrates of 0.5 persent of clorophriphas
Hephoclore per Sq.m. of vertical surface area
covering 10 years guarantee.E
95.00 Sqm 114000.00 Rupees NinetyFive Only ,741/172 As Directed
by Engineer in
charge
88 200.00 Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-I) to the soil along
the external face of building by punching holes
of 1.2 of 1.5 cm dia about 30 percent of
clorophyriphas 20 E.C. Hephoclore at the rate of
7.5 liters emulsion concentrates per holes and
sealing the same with proper filling & covering 10
years guarantee.
80.00 Sqm 16000.00 Rupees Eighty Only ,743/172 As Directed
by Engineer in
charge
89 37.60 Providing and fixing 900mm high S.S.304 Grade
Stainless steel railing with 40 mm diameter and
1.5 mm thick at top,40mm diameter and 1.5mm
thick vertical supports spaced at 3.3m center to
center and two pipes of 12mm diameter fixed
horizontally including fabricating ,fixtures,
errecting , necessary welding , griding , finishing,
buffing to stainless steel pipe etc. complete.
3958.00 Rmt 148820.80 Rupees Three Thousand Nine
Hundred FiftyEight Only
,759/175 As Directed
by Engineer in
charge
90 2.00 Providing and fixing hume pipe septic tank
900mm diameter with vent pipe and cap
including necessary (including excavation and
laying)
6760.00 NO. 13520.00 Rupees Six Thousand Seven Hundred
Sixty Only
Bd-V.45, P. No.575 ,549/138
91 813.90 Providing and laying 80 mm thick factory made
cement concrete interlocking paver block of
M30 grade made by heavy duty block making
machine with strong vibratory compaction using
3 ton roller and of approved size and design /
shape laid in 50 mm thick compacted bed of
course sand, filling the joints with coarse sand,
etc. all complete as per the direction of
Engineer.
750.00 SQM 610421.25 Rupees Seven Hundred Fifty Only 262/76 As Directed
by Engineer in
charge
Page 32 of 33
Abst Admin
Speci. Clause No. Page & Item No. In PWD
DSR
Addittional
Identity if any
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition & Vol. II 1981 EditionT.I.NO. QUANTITY RATE RSDESCRIPTION OF ITEMS Rate in WordsUNIT
or Per
TOTAL of Civil Work Rs. 49721477.87
Say Rs. 49721478.00
University Engineer,MPKVDated Sign of Contractor
Page 33 of 33
Abst Hostel
Speci. Clause
No.
Page & Item No.
In PWD DSR
Addittional
Identity if any
1 Excavation for foundation in earth, soil of all
types, sand, gravel and soft murum, including
removing the excavated material up to a
distance of 50 m. beyond the building area
& stacking and spreading as directed,
dewatering, preparing the bed for the
foundation and necessary backfilling,
ramming,watering including shoring and
stutting etc.complete.
422.30 a. Lift upto 1.5 m. 115.00 Cum 48564.96 Rupees One Hundred Fifteen
Only
Bd.A.1, P.
No.259
,1/9
2 Excavation for foundation in hard murum
including removing the excavated material
upto distance of 50 metres beyond the
building area and stacking and spreading as
directed, dewatering, preparing the bed for
the foundation and necessary backfilling,
ramming, watering including shoring and
strutting etc.complete.
580.61 a. Lift upto 1.5 m. 132.00 Cum 76640.26 Rupees One Hundred
ThirtyTwo Only
Bd.A.2, P. No.
259
,5/10
BDA - EXCAVATION
CIVIL WORK -
Estimate
Rate
Rupees in
figure
ITEM DESCRIPTION Sr.
No.
Total AMOUNT
according to
estimated
Quantities
Amount in Rupees
Subwork No-3
Name of Work : Construction of Boys Hostel and Girls Hostel Buildings in the campus of Agriculture College at Muktainagar
Dist.Jalgaon For Mahatma Phule Krushi Vidyapeeth, Rahuri
Schedule - BReferance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 Edition
UNIT or Per
Page 1 of 29
Abst Hostel
3 Excavation for foundation in soft rock or old
cement or lime masonry foundations
including removing the excavated materials
upto a distance of 50 metres beyond the
building area and stacking as directed
including dewatering, preparing the bed for
the foundation and necessary, watering
including shoring and strutting etc.complete.
4 290.30 a. Lift upto 1.5 m 305.00 Cum 88542.72 Rupees Three Hundred Five
Only
Bd.A.4, P. No.
259
,13/12
5 290.30 b.Lift above 1.5 m 315.00 Cum 91445.76 Rupees Three Hundred
Fifteen Only
Bd.A.4, P. No.
259
,12/12
6 1109.61 Filling in plinth and floors with approved
excavated materials in 15cm to 20cm layers
including watering and compaction etc.
complete.
229.00 Cum 254099.93 Rupees Two Hundred
TwentyNine Only
Bd-A 10, P. No.
262
RA
7 803.13 Filling in plinth and floors with contractor's
Soil's, Sand or murum in 15 cm to 20 cm layers
including watering, compaction etc.
complete.
614.00 Cum 493120.26 Rupees Six Hundred Fourteen
Only
Bd-A 11, P. No.
263
RA
8 377.44 Providing dry trap / granite / quartzite / gneiss
rubble stone soling 15 cm to 20 cm thick
including hand packing and compacting
complete.
702.00 Cum 264963.12 Rupees Seven Hundred Two
Only
Bd-A 11, P. No.
263
RA
9 473.91 Providing and laying in situ cement concrete
in 1:3:6 of trap / granite / quartzite / gneiss
metal for foundation and bedding including
bailing-out water manually formwork,
compacting, covering newly laid concrete
by gunny bag, plastic or tarpaulin, curing etc.
complete.(Wooden planks/ shuttering will not
be allowed)
4089.00 Cum 1937831.48 Rupees Four Thousand
EightyNine Only
Bd-E.1, P.
No.287
I.No.-1, P.No.-13 RA
BDE - Plain Cement Concrete
BDF - Reinforced Cement Concrete
Page 2 of 29
Abst Hostel
10 317.75 Providing and laying in situ cement concrete
of M20 grade of trap / granite / quartzite /
gneiss metal for R.C.C. work in foundations
like raft, Strip foundations, grillage and and
footings of R.C.C. columns and steel
stanchions etc. including bailing-out water
formwork, cover blocks, compaction and
curing roughening the surface if special finish
is to provide ( Excluding reinforcement and
structural steel ) complete.
4988.00 Cum 1584921.04 Rupees Four Thousand Nine
Hundred EightyEight Only
Bd-F.3, P.
No.298 & B.7,
P.No. 38
RA
11 Providing and casting in situ cement
concrete of M20 grade of trap granite /
quartzite / gneiss metal for R.C.C. columns as
per detailed designs and drawings or as
directed including centering, formwork,
cover blocks, compaction and curing
roughening the surface if special finish is to
provide ( Excluding reinforcement and
structural steel ) complete.
12 95.74 Ground Floor - 7178.00 Cum 687233.49 Rupees Seven Thousand One
Hundred SeventyEight Only
Bd-F.5, P.
No.300 & B.7,
P.No. 38
RA
76.37 Fisrt Floor - 7250.00 Cum 553646.69 Rupees Seven Thousand Two
Hundred Fifty Only
Bd-F.5, P.
No.300 & B.7,
P.No. 38
RA,Add 1% for lift
charges
13 Providing and casting in situ cement
concrete of M20 grade of trap granite /
quartzite / gneiss metal for R.C.C. beams and
lintels as per detailed designs and drawings
or as directed including centering, formwork,
cover blocks, compaction and curing
roughening the surface if special finish is to
provide ( Excluding reinforcement and
structural steel ) complete.
201.72 Ground Floor - 7253.00 1463066.02 Rupees Seven Thousand Two
Hundred FiftyThree Only
Bd-F.6, P.
No.300 & B.7,
P.No. 38
RA
Page 3 of 29
Abst Hostel
14 147.43 First Floor - 7326.00 1080104.19 Rupees Seven Thousand
Three Hundred TwentySix
Only
Bd-F.6, P.
No.300 & B.7,
P.No. 38
RA,Add 1% for lift
charges
15 Providing and casting in situ cement
concrete of M20 gade of trap granite /
quartzite / gneiss metal for R.C.C. slabs and
landings canopy waist slab with steps as per
detailed designs and drawings or as directed
including centering, formwork, cover blocks,
compaction and curing roughening the
surface if special finish is to provide (
Excluding reinforcement and structural steel )
complete.
152.52 Ground Floor - 7518.00 Cum 1146633.63 Rupees Seven Thousand Five
Hundred Eighteen Only
Bd-F.8, P.
No.302 & B.7,
P.No. 38
RA
152.52 First Floor - 7593.00 Cum 1158072.51 Rupees Seven Thousand Five
Hundred NinetyThree Only
Bd-F.8, P.
No.302 & B.7,
P.No. 38
RA,Add 1% for lift
charges
16 Providing and casting in situ cement
concrete of M20 grade of trap granite /
quartzite / gneiss metal for R.C.C. chhajja as
per detailed designs and drawings or as
directed including centering, formwork,
cover blocks, compaction and curing
roughening the surface if special finish is to
provide ( Excluding reinforcement and
structural steel ) complete.
11.20 Ground Floor - 7593.00 Cum 85065.90 Rupees Seven Thousand Five
Hundred NinetyThree Only
Bd-F.9, P.
No.303 & B.7,
P.No. 38
RA
12.77 First Floor - 7669.00 Cum 97926.99 Rupees Seven Thousand Six
Hundred SixtyNine Only
Bd-F.9, P.
No.303 & B.7,
P.No. 38
RA,Add 1% for lift
charges
Page 4 of 29
Abst Hostel
17 Providing and casting in situ cement
concrete of M20 grade of trap granite /
quartzite / gneiss metal for R.C.C. pardi upto
75mm thick including centering, formwork,
cover block, compaction and curing
roughening the surface if special finish is to
provide ( Excluding reinforcement and
structural steel ) complete.
1.71 Ground Floor - 9116.00 Cum 15563.75 Rupees Nine Thousand One
Hundred Sixteen Only
Bd-F.11, P.
No.304 & B.7,
P.No. 38
RA
1.71 First Floor - 9207.00 Cum 15719.11 Rupees Nine Thousand Two
Hundred Seven Only
Bd-F.11, P.
No.304 & B.7,
P.No. 38
RA,Add 1% for lift
charges
18 Pro.& casting in situ cement concrete of M-20
grade of trap granite / quartzite / gneiss
metal for R.C.C. coping to Plinth or Parapet
and sill of doors and windows moulded as
per detailed drawings or chamfered as per
approved by the engineer including
centering, formwork, cover blocks,
compacting and roughening them if special
finish is to be provided and curing complete.
( Excluding reinforcement ).
0.00 Ground Floor - 5016.00 Cum 0.00 Rupees Five Thousand
Sixteen Only
Bd-F.12, P.
No.304 & B.7,
P.No. 38
RA
2.60 First Floor - 5066.00 Cum 13186.34 Rupees Five Thousand
SixtySix Only
Bd-F.12, P.
No.304 & B.7,
P.No. 38
RA,Add 1% for lift
charges
19 Providing and fixing in position TMT-FE-500
reinforcement of various diameters for R.C.C.
pile caps, footings, foundations, slabs, beams
columns, canopies, staircase, newels,
chajjas, lintels pardis, copings, fins, arches
etc. as per detailed designs, derwing and
schedules including cutting, bending hooking
the bars, binding with wires or tack welding
and supporting as requried complete.
Page 5 of 29
Abst Hostel
122.62 Ground Floor - 53834.00 MT 6601125.08 Rupees FiftyThree Thousand
Eight Hundred ThirtyFour Only
Bd-F.17, P.
No.306
,130/43
72.78 First Floor - 54372.00 MT 3957194.16 Rupees FiftyFour Thousand
Three Hundred SeventyTwo
Only
Bd-F.17, P.
No.306
Add 1% for lift
charge
20 182.48 Providing Second Class Burnt Bricks masonry
with conventional / I.S. type bricks in cement
mortar 1:6 in foundations and plinth of inner
walls / in plinth of external walls including
bailing-out water manually, striking joints on
unexposed faces, raking out joints on
exposed faces and watering complete.
6170.00 Cum 1125879.88 Rupees Six Thousand One
Hundred Seventy Only
Bd-G.1, P.
No.313
RA
21 Providing Second Class Burnt Bricks masonry
with conventional IS. Type brick in cement
mortar 1:6 bricks in superstructure including
striking joints, raking out joints, watering and
scaffolding complete.
340.01 Ground Floor - 6370.00 Cum 2165866.12 Rupees Six Thousand Three
Hundred Seventy Only
Bd-G.5, P.
No.315
RA
440.84 First Floor - 6434.00 Cum 2836367.97 Rupees Six Thousand Four
Hundred ThirtyFour Only
Bd-G.5, P.
No.315
RA,Add 1% for lift
charges
22 Providing Second class Burnt Brick masonary
with conventional / I.s. type bricks in cement
mortar 1:4 in half brick thick wall including
mild steel longitudinal reinforcement of 2 bars
of 6 mm diameter / 2 hoop iron strips 25 mm
X 1.6 mm at every third course, properly bent
and bounded at ends scaffolding, raking out
joints and watering complete.
BDG - Brick work
Page 6 of 29
Abst Hostel
748.38 Ground Floor - 916.00 sqm 685516.08 Rupees Nine Hundred
Sixteen Only
Bd-G.7, P.
No.316
RA
827.01 First Floor - 925.00 sqm 764984.25 Rupees Nine Hundred
TwentyFive Only
Bd-G.7, P.
No.316
RA,Add 1% for lift
charges
23 Providing internal cement plaster 12mm thick
in a single coat in cement mortar 1:4 without
neeru finish to concrete surface in all
positions including scaffolding and curing
etc. complete.
1383.79 Ground Floor - 152.00 Sqm 210335.62 Rupees One Hundred
FiftyTwo Only
Bd-L.1, P.
No.367
RA
1383.79 First Floor - 154.00 Sqm 213103.20 Rupees One Hundred
FiftyFour Only
Bd-L.1, P.
No.367
RA,Add 1% for lift
charges
24 Providing neeru finish to plastered surfaces in
a all position including scaffolding and curing
complete.
1383.79 Ground Floor - 27.00 Sqm 37362.25 Rupees TwentySeven Only Bd-L.10, P.
No.370
,197/65
1383.79 First Floor - 27.27 Sqm 37735.87 Rupees TwentySeven Paise
TwentySeven Only
Bd-L.10, P.
No.370
Add 1% for lift
charge
25 Providing internal cement plaster 20mm thick
in single coat in cement mortar 1:5 without
neeru finish to concrete or brick surfaces, in
all positions including scaffolding, providing
groove at joint of Burnt Brick Masonry and
concrete members if necessary, curing etc.
complete.
BDL - Plastering & Pointing
Page 7 of 29
Abst Hostel
3657.18 Ground Floor - 212.00 Sqm 775322.16 Rupees Two Hundred Twelve
Only
Bd-L.2, P.
No.368
RA
3572.58 First Floor - 214.00 Sqm 764532.12 Rupees Two Hundred
Fourteen Only
Bd-L.2, P.
No.368
RA,Add 1% for lift
charges
26 Providing neeru finish to plastered surfaces in
a all position including scaffolding and curing
complete.
3657.18 Ground Floor - 27.00 Sqm 98743.86 Rupees TwentySeven Only Bd-L.10, P.
No.370
,197/62
3572.58 First Floor - 27.27 Sqm 97424.26 Rupees TwentySeven Paise
TwentySeven Only
Bd-L.10, P.
No.370
Add 1% for lift
charge
27 Providing sand faced plaster externally in
cement mortar using approved Screened
sand in all positions including base coat of
15mm thick in C.M. 1:4 using waterproofing
compound at 1kg.per cement bag, curing
the same for not less than 2 days and keeping
the surface of the base coat rough to receive
the sand faced treatment 6 to 8mm thick in
C.M. 1:4, finishing the surface by taking out
grains and curing for fourteen days,
scaffolding etc. complete.
4618.26 Ground Floor - 324.00 Sqm 1496315.59 Rupees Three Hundred
TwentyFour Only
Bd-L.7, P.
No.369
RA
Page 8 of 29
Abst Hostel
28 Providing and fixing about 30cm width
chicken mesh of 24 gauge at the junction of
2 different surface of different material
component at the of plastering to prevent
cracking in plaster surface as and where
directed at all floors with all leads and lifts
etc. complete
551.12 Ground Floor - 89.00 Cum 49050.04 Rupees EightyNine Only ,208/64 As Directed by
Engineer in
charge
551.12 First Floor - 89.89 Cum 49540.54 Rupees EightyNine Paise
EightyNine Only
Add 1% for lift
charge
As Directed by
Engineer in
charge
29 Providing and applying priming coat
concrete/masonary/Asbestos cement
plasterd surface including scaffolding if
necessary, preparing the surface by throughly
cleaning oil, grease, dirt and other foreign
matter and sand papering as required.
5040.97 Ground Floor - 17.00 Sqm 85696.44 Rupees Seventeen Only ,315/87 As Directed by
Engineer in
charge
4956.37 First Floor - 17.17 Sqm 85100.82 Rupees Seventeen Paise
Seventeen Only
Add 1% for lift
charge
As Directed by
Engineer in
charge
30 Providing and applying Plastic emulsion paint
of approved quality colour and shade to old
& new surface in Two coats including
scaffolding, preparing the surfaces.
(excluding the primer coat) complete.
5040.97 Ground Floor - 65.00 Sqm 327662.86 Rupees SixtyFive Only ,331/90 331/90
4956.37 First Floor - 65.65 Sqm 325385.49 Rupees SixtyFive Paise
SixtyFive Only
Add 1% for lift
charge
Add 1% for lift
charge
Page 9 of 29
Abst Hostel
31 Providing and applying two coats of appex
Ace white exterior paint of approved
manufacture and of approved colour to the
plastered surfaces including cleaning,
prepairing the plaster surface ,applying
primer coat, scaffolding if necessary, and
watering the surface for two days complete.
4618.26 Ground Floor - 210.00 Cum 969834.18 Rupees Two Hundred Ten
Only
,317/87 As Directed by
Engineer in
charge
32 labour charges for providing groove in
extrnal plaster having wdith of 2.5 c.m. and
spaced at a distence of 45c.m. etc.
completein charge.
50.00 Ground Floor - 21.00 Rmt 1050.00 Rupees TwentyOne Only ,204/63 As Directed by
Engineer in
charge
50.00 First Floor - 21.21 Rmt 1060.50 Rupees TwentyOne Paise
TwentyOne Only
Add 1% for lift
charge
As Directed by
Engineer in
charge
33 Providing patti on plastered surface 12 mm to
15 mm thick in c.m. 1:3 in line and level
including neat finishing, scaffolding, curing
etc. complete.
Ground Floor - 0.00
30.00 75 mm wide 21.00 Rmt 630.00 Rupees TwentyOne Only ,205/63 As Directed by
Engineer in
charge
30.00 100 mm wide 27.00 Rmt 810.00 Rupees TwentySeven Only ,206/63 As Directed by
Engineer in
charge
30.00 150 mm wide 40.00 Rmt 1200.00 Rupees Fourty Only ,207/64 As Directed by
Engineer in
charge
First Floor -
30.00 75 mm wide 21.21 Rmt 636.30 Rupees TwentyOne Paise
TwentyOne Only
,205/63 As Directed by
Engineer in
charge
30.00 100 mm wide 27.27 Rmt 818.10 Rupees TwentySeven Paise
TwentySeven Only
,206/63 As Directed by
Engineer in
charge
Page 10 of 29
Abst Hostel
30.00 150 mm wide 40.40 Rmt 1212.00 Rupees Fourty Paise Fourty
Only
,207/64 As Directed by
Engineer in
charge
34 Providing and laying Vitrified Mirror / glossy
finish tiles of Kajaria / Nitco / Asian / Coral or
equivalent make having size 590mm to
605mm x 590mm to 605mm of 8 to 10mm
thickness and confirming to IS 15, 622 - 2, 006
( Group Bla) of approved make, shade and
pattern for flooring in required position laid on
a bed of 1:4 cement mortar including neat
cement float, filling joints, curing and
cleaning etc. complete. Rustic Matt Finish
543.36 Ground Floor - 800.00 Sqm 434686.40 Rupees Eight Hundred Only RA I.No.-19, P.No.-47
543.36 First Floor - 808.00 Sqm 439033.26 Rupees Eight Hundred Eight
Only
Add 1% for lift
charge
I.No.-19, P.No.-47
35 Providing and laying polished Kotah stone
flooring 25mm to 30mm thick and of required
width in plain / diamond pattern on a bed of
/ 1:6 cement mortar including cement float,
filling joints with neat cement slurry, curing,
polishing and cleaning complete.
465.43 Ground Floor - 1058.00 Sqm 492419.65 Rupees One Thousand
FiftyEight Only
RA
235.44 First Floor - 1069.00 Sqm 251685.36 Rupees One Thousand
SixtyNine Only
Add 1% for lift
charge
36 Providing mirror finishing to stone flooring as
directed by Engineer-in-charge including all
material, labour etc. complete. (Prior
permission of S.E. shall be obtained before
inclusion of this item in the estimate.)
Page 11 of 29
Abst Hostel
465.43 Ground Floor - 380.00 Sqm 176861.50 Rupees Three Hundred Eighty
Only
,239/71
235.44 First Floor - 384.00 Sqm 90408.96 Rupees Three Hundred
EightyFour Only
Add 1% for lift
charge
37 Providing and laying ceramic tiles of Kajaria/
Nitco/ Asian or equivalent make having sizes
______________ for skirting in required position
with readymade adhesive mortar of
approved quality on plasterof 1:2 cement
mortar including joint filling with white /colour
cement slurry cleaning curing complete.
32.48 Ground Floor - 872.00 Sqm 28319.07 Rupees Eight Hundred
SeventyTwo Only
RA RA
33.99 First Floor - 881.00 Sqm 29946.95 Rupees Eight Hundred
EightyOne Only
Add 1% for lift
charge
I.No.-19, P.No.-47
38 Providing and laying Vitrified Mirror / glossy
finish tiles of Kajaria / Nitco / Asian / Coral or
equivalent make having size 590mm to
605mm x 590mm to 605mm of 8 to 10mm
thickness and confirming to IS 15, 622 - 2, 006
( Group Bla) of approved make, shade and
pattern for Skirting in required position laid on
a bed of 1:4 cement mortar including neat
cement float, filling joints, curing and
cleaning etc. complete.: Rustic Matt Finish
94.55 Ground Floor - 880.00 Sqm 83202.24 Rupees Eight Hundred Eighty
Only
RA I.No.-19, P.No.-47
90.09 First Floor - 889.00 Sqm 80088.23 Rupees Eight Hundred
EightyNine Only
Add 1% for lift
charge
I.No.-19, P.No.-47
Page 12 of 29
Abst Hostel
39 Providing and laying Ceramic tiles of Kajaria
/ Nitco / Asian or equivalent make having
sizes 30cm x 45cm approved quality and size
7 mm thick for dado and skirting in requied
position with ready made adhesive mortar of
approved quality on plaster of 1:2 cement
mortar including joints filling with white/
colour cement slurry, cleaning, curring
complete.
454.93 Ground Floor - 872.00 Sqm 396700.70 Rupees Eight Hundred
SeventyTwo Only
RA
521.53 First Floor - 881.00 Sqm 459469.69 Rupees Eight Hundred
EightyOne Only
Add 1% for lift
charge
40 Providing and Antiskid tiles of approved
quality of company Kajaria/nitco/asian or
equivalent make of size 30 cm x 30cm and to
IS 15,622-2,006 ( Group-BIIA) for antiskid
flooring in required position laid on a bed of
1:4 cement motar including cement float,
filling joint with cement slurry cleaning curing
complete.
155.90 Ground Floor - 665.00 Sqm 103676.16 Rupees Six Hundred SixtyFive
Only
RA
155.90 First Floor - 672.00 Sqm 104767.49 Rupees Six Hundred
SeventyTwo Only
Add 1% for lift
charge
41 Providing and laying polished Kotah stone
slabs 20 to 25 mm thick for treads and risers of
steps and staircases, with rounded nosing for
the treads on a bed of 1:4 cement mortar
including cement float, filling joints with neat
cement slurry, curing, polishing and cleaning
complete.
74.64 Ground Floor - 879.00 Sqm 65610.32 Rupees Eight Hundred
SeventyNine Only
Bd-M.22, P.
No.390
RA
55.78 First Floor - 888.00 Sqm 49534.42 Rupees Eight Hundred
EightyEight Only
Bd-M.22, P.
No.390
Add 1% for lift
charge
Page 13 of 29
Abst Hostel
42 Providing and Preparing kitchen otta made
up from 30mm thick and 75mm cm width
one side polished kadappa top 75cm heigh
vertical support for kadappa at 1m. c/c of
25mm thick both side polished kadappa
middel shelf and bottom of 20mm thick one
side polished kadappa with facia patti of 20
x 50mm kadappa including all material
labour cutting fixing with cement mortar and
araldite curing polished and cleaning etc.
complete.
4.50 Ground Floor - 2379.00 Sqm 10705.50 Rupees Two Thousand Three
Hundred SeventyNine Only
Bd-M.35, P.
No.393
,248/73
43 Providing sills of polished Granite of
approved colour stone and 16mm to 20mm
thick of approved quality vein and colour
with machine polished surface on a bed of
Cement Mortar 1:4 including neat cement
float filling joints with neat cement slurry to
match the colour of the slabs curing,
rounding edges and cleaning etc. complete.
(Prior permission of SE shall be obtained
before inclusion of this item in the estimate)
Additional item : As directed by engineer in
charge.
213.23 Ground floor - 3260.00 Sq. M. 695123.28 Rupees Three Thousand Two
Hundred Sixty Only
RA
225.18 First Floor - 3293.00 Sqm 741517.74 Rupees Three Thousand Two
Hundred NinetyThree Only
Bd-M.12 Add 1% for lift
charge
Page 14 of 29
Abst Hostel
44 Supplying and fixing in position anodized
extruded modular aluminium section Three
Track sliding windows mounted on
rectangular frame of size 100 x 50x 2.80mm
thick (2.183 kg/Rmt.) made up of three track
drain bottom section of size92 x 31 x 1.1mm
thick (0.911 kg/Rmt.) and top and sides
sections of size 92 x 45 x 1.5mm thick (1.284
kg/Rmt.). The shutter should be of bearing
bottom of size 40 x 18 x 1.2mm thick (0.417
kg/Rmt.) top member of size 40 x 18 x 1.20mm
thick (0.475 kg/Rmt.) Interlocking section size
of 43 x 27 x 1.30mm thick (0.558 kg/Rmt.) and
handle section of size 43 x 18 x 1.30mm thick
(0.424 kg/Rmt.) selected quality 5.5mm thick
clear glass to be fixed in shutter with
neoprene gasket with approved quality PVC
rollers necessary locks handles PVC lining and
wooden encasement wherever necessary
etc. complete as directed by Engineer in
charge.
101.52 Ground Floor - 4435.00 Sqm 450241.20 Rupees Four Thousand Four
Hundred ThirtyFive Only
,424/113 As Directed by
Engineer in
charge
118.08 First Floor - 4479.00 Sqm 528880.32 Rupees Four Thousand Four
Hundred SeventyNine Only
Add 1% for lift
charge
As Directed by
Engineer in
charge
45 Providing and fixing in position aluminium
louvered windows/ ventilators (IS std.) of
various sizes with powder coating as per
detailed drawings and specifications
including aluminium frames 80 x 38 mm box
type 5 mm thick sheet glass louvers, clips /
rubber plain P.V.C.. gaskets of approved
quality etc. complete.. (Sample to be got
approved from Ex. Engineer before use)
Page 15 of 29
Abst Hostel
14.69 Ground Floor - 2840.00 Sqm 41713.92 Rupees Two Thousand Eight
Hundred Fourty Only
,444/119 As Directed by
Engineer in
charge
12.96 First Floor - 2868.00 Sqm 37169.28 Rupees Two Thousand Eight
Hundred SixtyEight Only
Add 1% for lift
charge
As Directed by
Engineer in
charge
46 Providing and fixing mild steel grill work for
windows, ventilators weighing 20.00 kg per
Sq.M. as per drawing, including necessary
fixtures, welding and painting with one coat
of anti-corrosive paint etc. complete.
116.21 Ground Floor - 1584.00 Sqm 184073.47 Rupees One Thousand Five
Hundred EightyFour Only
,470/125 ,444/119
118.08 First Floor - 1600.00 Sqm 188928.00 Rupees One Thousand Six
Hundred Only
Bd-U.1, P.
No.537
Add 1% for lift
charge
43 Providing and fixing mild steel grill railing
weighing 20kg per Sq.M. with C.C. teak wood
hand rail of size 75 x 60 mm and sill of 75 x 25
mm for staircase, and verandah including
fabricating, fixtures, erecting, painting grill
work with one coat of anticorrosive paint and
polishing the sill, hand rail with French
polishing etc. complete.
24.32 Ground Floor - 1924.00 Sqm 46787.83 Rupees One Thousand Nine
Hundred TwentyFour Only
,472/125 As Directed by
Engineer in
charge
24.32 First Floor - 1943.00 Sqm 47249.87 Rupees One Thousand Nine
Hundred FourtyThree Only
Add 1% for lift
charge
As Directed by
Engineer in
charge
Page 16 of 29
Abst Hostel
47 Providing and fixing single leaf pannelled
door shutter without fanlight and shutter
35mm thick as per drawing consisting of
Ghana T.W. top rail size 100 x 35mm and
bottom and lock rail 200 x 35mm insert
pannel 12mm thick commercial playfaced
T.W. partical board with phenol
formaldehyde synthetic resin (Generally
confirming to ISI 3097) excluding frame
including iron oxidised fixture fastening and
T.W. beading at junction of pannels inserts
and as instructed by the Engineer in charge
including 3 coats of oil painting etc.
complete.
97.56 Ground Floor - 5715.00 Sqm 557555.40 Rupees Five Thousand Seven
Hundred Fifteen Only
Bd-T.34, P.
No.499
,397/106
84.42 First Floor - 5772.00 Sqm 487272.24 Rupees Five Thousand Seven
Hundred SeventyTwo Only
Bd-T.34, P.
No.499
Add 1% for lift
charge
48 Providing and fixing country teak wood
double leaf 2nd class partly paneled and
partly glazed door without ventilator/
fanlight, as per detailed drawings, including
iron oxidised fixtures and fastening and
finishing the wood work with one coat of
primer (excluding door frame) complete.
10.08 Ground Floor - 2740.00 Sqm 27619.20 Rupees Two Thousand Seven
Hundred Fourty Only
Bd-T.34, P.
No.499
,458/122
Page 17 of 29
Abst Hostel
49 Providing and fixing M-40 grade thick
vibrated pull cast or similar type concrete
frame with chamfer conforming to I.S. 6524-
1983 having 6 mm dia bars 3 Nos. And strips
@250 mm c/c and fixing in wall with 6 Nos. of
hold fast of 12 mm dia bars 500 mm long
including primer and oil painting etc,
complete) frame size 60 mm x 125 mm Spec.
No.: As directed by engineer-in-charge.
80.00 Ground floor - 563.00 RMT 45040.00 Rupees Five Hundred
SixtyThree Only
,437/117 As Directed by
Engineer in
charge
50 Providing and fixing Frame with/without
ventilator of size as specified with Non teak
wood for doors & windows including
chamfering, rounding, rebating iron hold fast
size 300mm x 40mm x 5mm with oil painting,
etc. complete.
1.85 Ground floor - 48850.00 Cu.m. 90567.90 Rupees FourtyEight Thousand
Eight Hundred Fifty Only
,391/105 As Directed by
Engineer in
charge
Page 18 of 29
Abst Hostel
51 Providing and fixing 29 mm thick factory
made PVC rigid foam panelled door shutters
manufactured by M/s Rajshri or equivalent
made from MS tube of 19 guage thickness
size 19 mm x 19 mm for styles and 15 mm x 15
mm for top and bottom rails, covered with
heat moulded PVC “C” channel of 5 mm
thick sheet and 30 mm x 50 mm wide to form
styles and 5 mm thick and 75 mm wide PVC
sheet for top rail, lock rail and bottom rail on
either side and 5 mm thick, 20 mm wide cross
PVC sheet as gap insert for top rail and
bottom rail panelling of 5 mm thick PVC
sheet fitted in the M.S. frame welded/sealed
to the styles and rails with 5 mm x 30 mm PVC
sheet beading on either side and joined
together with solvent cement adhesive etc.
complete as per manufacturer’s specification
and direction of Engineer in charge fixed to
the frames with stainless steel hinges of 75
mm size, stailness steel tower bolt 100 mm
size, stainless steel handles 100 mm size
including all material, labour, machinery etc.
complete (For WC, bath shutters) (The
item is exclusive of door frame)
Spec.: As directed by Engineer-in-charge.
81.90 Ground Floor - 3506.00 Sqm 287141.40 Rupees Three Thousand Five
Hundred Six Only
,427/115 As Directed by
Engineer in
charge
94.50 First Floor - 3541.00 Sqm 334624.50 Rupees Three Thousand Five
Hundred FourtyOne Only
Add 1% for lift
charge
As Directed by
Engineer in
charge
Page 19 of 29
Abst Hostel
52 Providing & laying in trenches ______ medium
grade having embossed as ISI mark
galvanised iron pipes of ______ with
necessary fitting, remaking good the
demolished portion with fitting trenches and
with primer of anti corrosive oil paint, 2 coats
tc. complete.
Ground Floor -
56.00 15 mm GI Pipe - 165.00 Rmt 9240.00 Rupees One Hundred
SixtyFive Only
Bd-V.5, P.
No.551
,491-496/129-130
39.20 20 mm GI Pipe - 191.00 Rmt 7487.20 Rupees One Hundred
NinetyOne Only
Bd-V.5, P.
No.551
,491-496/129-130
68.00 25 mm GI Pipe - 252.00 Rmt 17136.00 Rupees Two Hundred
FiftyTwo Only
Bd-V.5, P.
No.551
,491-496/129-130
196.00 32 mm GI Pipe - 321.00 Rmt 62916.00 Rupees Three Hundred
TwentyOne Only
Bd-V.5, P.
No.551
,491-496/129-130
70.00 40 mm GI Pipe - 378.00 Rmt 26460.00 Rupees Three Hundred
SeventyEight Only
Bd-V.5, P.
No.551
,491-496/129-130
40.00 50 mm GI Pipe - 471.00 Rmt 18840.00 Rupees Four Hundred
SeventyOne Only
Bd-V.5, P.
No.551
,491-496/129-130
First Floor -
56.00 15 mm GI Pipe - 167.00 Rmt 9352.00 Rupees One Hundred
SixtySeven Only
Bd-V.5, P.
No.551
,491-496/129-130
39.20 20 mm GI Pipe - 193.00 Rmt 7565.60 Rupees One Hundred
NinetyThree Only
Bd-V.5, P.
No.551
,491-496/129-131
38.00 25 mm GI Pipe - 255.00 Rmt 9690.00 Rupees Two Hundred
FiftyFive Only
Bd-V.5, P.
No.551
,491-496/129-132
196.00 32 mm GI Pipe - 324.00 Rmt 63504.00 Rupees Three Hundred
TwentyFour Only
Bd-V.5, P.
No.551
,491-496/129-133
70.00 40 mm GI Pipe - 382.00 Rmt 26740.00 Rupees Three Hundred
EightyTwo Only
Bd-V.5, P.
No.551
,491-496/129-134
20.00 50 mm GI Pipe - 476.00 Rmt 9520.00 Rupees Four Hundred
SeventySix Only
Bd-V.5, P.
No.551
,491-496/129-135
53 Providing & fixing on walls / Ceiling / floors
_________ heavy grade having embossed as
ISI mark galvanised iron pipes with necessary
fitting, remaking good the demolished
portion and applying primer of anti corrosive
oil paint, 2 coats tc. complete.
Ground Floor -
Page 20 of 29
Abst Hostel
56.00 15 mm GI Pipe - 195.00 Rmt 10920.00 Rupees One Hundred
NinetyFive Only
Bd-V.5, P.
No.551
,478-488/128-129
39.20 20 mm GI Pipe - 210.00 Rmt 8232.00 Rupees Two Hundred Ten
Only
Bd-V.5, P.
No.551
,478-488/128-129
68.00 25 mm GI Pipe - 266.00 Rmt 18088.00 Rupees Two Hundred SixtySix
Only
Bd-V.5, P.
No.551
,478-488/128-129
196.00 32 mm GI Pipe - 365.00 Rmt 71540.00 Rupees Three Hundred
SixtyFive Only
Bd-V.5, P.
No.551
,478-488/128-129
70.00 40 mm GI Pipe - 393.00 Rmt 27510.00 Rupees Three Hundred
NinetyThree Only
Bd-V.5, P.
No.551
,478-488/128-129
40.00 50 mm GI Pipe - 476.00 Rmt 19040.00 Rupees Four Hundred
SeventySix Only
Bd-V.5, P.
No.551
,478-488/128-129
First Floor -
56.00 15 mm GI Pipe - 197.00 Rmt 11032.00 Rupees One Hundred
NinetySeven Only
Bd-V.5, P.
No.551
,478-488/128-129
add 1% for FF
39.20 20 mm GI Pipe - 212.00 Rmt 8310.40 Rupees Two Hundred Twelve
Only
Bd-V.5, P.
No.551
,478-488/128-129
38.00 25 mm GI Pipe - 269.00 Rmt 10222.00 Rupees Two Hundred
SixtyNine Only
Bd-V.5, P.
No.551
,478-488/128-129
196.00 32 mm GI Pipe - 369.00 Rmt 72324.00 Rupees Three Hundred
SixtyNine Only
Bd-V.5, P.
No.551
,478-488/128-129
70.00 40 mm GI Pipe - 397.00 Rmt 27790.00 Rupees Three Hundred
NinetySeven Only
Bd-V.5, P.
No.551
,478-488/128-129
20.00 50 mm GI Pipe - 481.00 Rmt 9620.00 Rupees Four Hundred
EightyOne Only
Bd-V.5, P.
No.551
,478-488/128-129
54 Providing and fixing ____ screw down
wheeled stop tap of brass including
necessary sockets / union nut, testing etc.
complete.
Ground Floor -
28.00 25mm - 404.00 No 11312.00 Rupees Four Hundred Four
Only
Bd-V.9, P.
No.555
,511/132
First Floor -
28.00 25mm - 408.00 No 11424.00 Rupees Four Hundred Eight
Only
Bd-V.9, P.
No.555
,511/132
8.00 50mm - 722.00 No 5776.00 Rupees Seven Hundred
TwentyTwo Only
Bd-V.9, P.
No.555
,514/132
Page 21 of 29
Abst Hostel
55 Providing and fixing 100 mm dia chromium
plated brass shower rose to 15mm dia supply
pipe including necessary bend and socket
complete.
28.00 Ground Floor - 310.00 No 8680.00 Rupees Three Hundred Ten
Only
Bd-V.12, P.
No.556
,517/133
28.00 First Floor - 313.00 No 8764.00 Rupees Three Hundred
Thirteen Only
Bd-V.12, P.
No.556
Add 1% for lift
charge
56 Providing and fixing C.P. Wall mixer with
provision for overhead shower with 115mm
long bend pipe & wall flange jaquar make
continental ( CAT. No. Con-273 UPR) or
equivalent including necessary sockets /
union nut etc. complete.
28.00 Ground Floor - 3756.00 No 105168.00 Rupees Three Thousand
Seven Hundred FiftySix Only
,612/147 As Directed by
Engineer in
charge
28.00 First Floor - 3794.00 No 106232.00 Rupees Three Thousand
Seven Hundred NinetyFour
Only
Add 1% for lift
charge
As Directed by
Engineer in
charge
57 Providing and fixing C.P. Pillar cock long neck
with aerator jaquar make continental ( CAT.
No. Con-021) or equivalent including
necessary sockets / union nut etc. complete.
28.00 Ground Floor - 1168.00 No 32704.00 Rupees One Thousand One
Hundred SixtyEight Only
,613/148 As Directed by
Engineer in
charge
28.00 First Floor - 1180.00 No 33040.00 Rupees One Thousand One
Hundred Eighty Only
Add 1% for lift
charge
As Directed by
Engineer in
charge
58 Providing and fixing screw down 15 mm dia.
Sink Cock with flange for cold water of brass
including necessary socket union nut, testing
etc. complete. (Prior approval of sample and
brand by Executive Engineer is necessary
before use) Make Sharp with extended
swinging spout with wall flange.
Page 22 of 29
Abst Hostel
28.00 Ground Floor - 1606.00 No 44968.00 Rupees One Thousand Six
Hundred Six Only
,615/148 As Directed by
Engineer in
charge
28.00 First Floor - 1622.00 No 45416.00 Rupees One Thousand Six
Hundred TwentyTwo Only
Add 1% for lift
charge
As Directed by
Engineer in
charge
59 Providing and fixing Bib Cock with wall
flange jaquar make continental ( CAT No.
Con 047) or eqivalant including including
necessary sockets/union nut etc. complete.
28.00 Ground Floor - 929.00 No 26012.00 Rupees Nine Hundred
TwentyNine Only
,614/148
28.00 First Floor - 938.00 No 26264.00 Rupees Nine Hundred
ThirtyEight Only
Add 1% for lift
charge
60 Providing and fixing European type white
glazed earthenware coupled closet
symphonic trap with symphonic low level
white glazed 10 liters cistern with black
backlite seat with all necessary pipe
connection etc. complete.
28.00 Ground Floor - 3130.00 No 87640.00 Rupees Three Thousand One
Hundred Thirty Only
,638/152 As Directed by
Engineer in
charge
28.00 First Floor - 3161.00 No 88508.00 Rupees Three Thousand One
Hundred SixtyOne Only
Add 1% for lift
charge
As Directed by
Engineer in
charge
61 Providing and fixing White glazed
earthenware wash Hand Basin of 55cm x 40
cm size including cold water piller tap / cold
and hot water piller tap bracket, rubber plugs
and brass chain, stop tap and necessary pipe
connections including PVC water pipe waste
pipe and trap up to the outside face of the
wall.
28.00 Ground Floor - 2558.00 No 71624.00 Rupees Two Thousand Five
Hundred FiftyEight Only
Bd-V.30, P.
No.565
,527/134
28.00 First Floor - 2584.00 No 72352.00 Rupees Two Thousand Five
Hundred EightyFour Only
Bd-V.30, P.
No.565
Add 1% for lift
charge
As Directed by
Engineer in
charge
Page 23 of 29
Abst Hostel
62 Providing and fixing 1st class "Orissa type"
colour glazed earthenware "Orissa type" W.C.
Pan 600 x 400 mm size including `P' or `S' trap
UPVC soil and vent pipe upto the outside
face of the wall, 1:5:10 cement concrete
bedding, 10 litre fibre high level flushing
cistern, 32mm dia. UPVC flush pipe with fitting
and clamps, 20mm dia . UPVC over flow pipe
with mosquito proof coupling UPVC chain &
pully painting to cister and exposed pipe,
cutting and making good walls and floor,
testing etc. complet. (Prior approval of
sample and brand by Ex. Engineer is
necessary before use.)
4.00 Ground Floor - 4890.00 No 19560.00 Rupees Four Thousand Eight
Hundred Ninety Only
Bd-V.30, P.
No.565
,566/140
63 Providing and fixing 10cm P.V.C. Nahani Trap
with grating etc. complete.
28.00 Ground Floor - 650.00 No 18200.00 Rupees Six Hundred Fifty
Only
,533/135 As Directed by
Engineer in
charge
28.00 First Floor - 656.00 No 18368.00 Rupees Six Hundred FiftySix
Only
Add 1% for lift
charge
As Directed by
Engineer in
charge
64 Providing and fixing 110mm dia PVC Rain
water pipe with necessary fitting such as
bends, tees, single junctions slotted vent,
clamps etc. complete.
256.00 Ground Floor - 357.00 Rmt 91392.00 Rupees Three Hundred
FiftySeven Only
,559/139 As Directed by
Engineer in
charge
Page 24 of 29
Abst Hostel
65 Providing and fixing _____ mm diameter
UPVC soil / vent / waste SWR pipe of required
diameter conforming to IS-13592, and IS-4985
to withstand continuous internal hydraulic
pressure of 4 kg / cm2 including necessary
fixtures and fittings, such as bends, tees, single
junctions, double junctions and joining with
rubber rings and lurbicants, on wall by means
of clips or in ground including necessary
excavation, laying refilling, trench testing etc.
complete. (Prior approval of sample and
brand by Ex. Engineer is necessary before
use) As Directed by Engineer in charge-
140.00 75 mm dia 310.00 Rmt 43400.00 Rupees Three Hundred Ten
Only
,558/139 As Directed by
Engineer in
charge
100.00 110 mm dia 357.00 Rmt 35700.00 Rupees Three Hundred
FiftySeven Only
,559/139 As Directed by
Engineer in
charge
66 Providing and constructing Brick Masonry
intercepting Chamber ___________including
1:4:8 Cement Concrete foundation, 1:2:4 C.C.
channels / half round glazed stoneware pipe
pipes, brick masonary plastering from inside
and with frame fixed in cement conctete.
with RCC Cover
16.00 60cm x 45 cm x 90 cm 3893.00 No 62288.00 Rupees Three Thousand Eight
Hundred NinetyThree Only
Bd-V.43, P.
No.574
,545/137
16.00 90 cm x 45 cm x 90 cm 3957.00 No 63312.00 Rupees Three Thousand Nine
Hundred FiftySeven Only
Bd-V.43, P.
No.574
,546/137
67 4.00 Providing and fixing hume pipe septic tank
900mm diameter with vent pipe and cap
including necessary (including excavation
and laying)
6760.00 No 27040.00 Rupees Six Thousand Seven
Hundred Sixty Only
Bd-V.45, P.
No.575
,549/138
Page 25 of 29
Abst Hostel
68 Providing & laying water proof treatment to
terrace slab with B.B.coba in all position with
an average thickness of 112 mm consisting
specilised materials as per the manufucture
specifications and covering 10 years
guarantee on court fee stamp paper
including all leads, lifts etc complete.v
1240.41 Second Floor - 683.00 Sqm 847197.30 Rupees Six Hundred
EightyThree Only
RA As Directed by
Engineer in
charge
69 Providing water proof bedding for flooring of
Bath and WC 25 mm thick in C.M.1:3
including using 1 kg of water proof
compound per bag of cement including
levelling, curing etc. complete.
161.28 First Floor - 301.00 Sqm 48545.28 Rupees Three Hundred One
Only
RA As Directed by
Engineer in
charge
70 Providing and fixing 45 cm wide mild steel
ladder of 40mm x 6 mm mild steel flat
stringers and steps of 18 mm dia mild steel
bar for water tank including fixing it in 1:2:4 /
M-15 cement concrete block 60cm x 30cm x
30cm & painting the ladder with 3 coats of oil
painting etc. complete.
14.00 Second Floor - 545.00 Rmt 7630.00 Rupees Five Hundred
FourtyFive Only
Bd-V.19, P.
No.559
,520/133
71 ##### Providing, & Fixing H.D.P. Container syntex or
alike one piece moulded water tank made
out of heigh density polyethyler and built
corrugated inclusive delivery uo ti distination
housting fixing of accesserries such as inlet,
outlet overflow pipe inclusive of all
8.00 Lit 256000.00 Rupees Eight Only ,585/144 As Directed by
Engineer in
charge
Page 26 of 29
Abst Hostel
72 818.52 Providing and fixing heavy duty inter locking
concrete rubber mould glossy paving blocks
of 80mm thickness of having a strength of 400
kg/sq.cm. of approved quality and shape on
a bed of crushed sand of 25 to 30 mm thick
including skirting joints and cleaning etc.
complete.
750.00 Sqm 613890.00 Rupees Seven Hundred Fifty
Only
262/76 As Directed by
Engineer in
charge
73 3300.48 Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-II) by treating
the bottom surface and sides for excavation
clorophyriphoas / lendene at the rate of 5
liters of emulsion concentrates of 0.5 persent
of Aldrin per Sq.m. of surface area covering
10 years guarantee.
12.00 Sqm 39605.76 Rupees Twelve Only ,742/172 As Directed by
Engineer in
charge
72 1311.74 Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-II) treatment by
treating the backfill in immedite contact with
foundation at the rate of 7.5 liter of emulsion
concentrates of 0.5 persent of clorophriphas
Hephoclore per Sq.m. of vertical surface area
covering 10 years guarantee.
95.00 Sqm 124615.49 Rupees NinetyFive Only ,741/172 As Directed by
Engineer in
charge
73 200.00 Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-I) to the soil
along the external face of building by
punching holes of 1.2 of 1.5 cm dia about 30
percent of clorophyriphas 20 E.C. Hephoclore
at the rate of 7.5 liters emulsion concentrates
per holes and sealing the same with proper
filling & covering 10 years guarantee.
80.00 Rmt 16000.00 Rupees Eighty Only ,743/172 As Directed by
Engineer in
charge
74 Providing and laying concrete pipe of IS NP
class ____________ in proper line, level and
slope including necessary collars, excavation,
laying, fixing with collars in cement mortar 1:1
and refilling the trench complete.
a 50.00 150 mm 505.00 Rmt 25250.00 Rupees Five Hundred Five
Only
Bd-V.41, P.
No.573
,540/136
Page 27 of 29
Abst Hostel
b 50.00 225 mm 560.00 Rmt 28000.00 Rupees Five Hundred Sixty
Only
Bd-V.41, P.
No.573
,541/136
c 50.00 300 mm 816.00 Rmt 40800.00 Rupees Eight Hundred
Sixteen Only
Bd-V.41, P.
No.573
,542/136
75 Providing and fixing for 25mm dia water
meter with non return value including stainer,
sockets/ union nut and including water meter
box making locking arrangement and lock. (
Without chambe)
2.00 25 mm dia water meter 4350.00 No 8700.00 Rupees Four Thousand Three
Hundred Fifty Only
Bd-V.7, P.
No.554
,501/131
76 4.00 Providing Soak pit of Size 120cm x 120cm x
120cm inluding excavation and filling with
brick bat
685.00 No 2740.00 Rupees Six Hundred
EightyFive Only
Bd-V.46, P.
No.576
,550/138
77 Providing and fixing chromium plated towel
rod 16mm dia and 75 cm in length including
all accessories complete.
28.00 Ground Floor - 170.00 No 4760.00 Rupees One Hundred
Seventy Only
,562/140 As Directed by
Engineer in
charge
28.00 First Floor - 172.00 No 4816.00 Rupees One Hundred
SeventyTwo Only
Add 1% for lift
charge
As Directed by
Engineer in
charge
78 49.68 Providing and fixing collapsible steel gate in
one / two leaves with hot rolled vertical
channels of 18x*x3mm minium size, crossing
of M.S. flats of size 18x 5mm T or E section for
runner of minium 40 x6mm size for flange, M.S.
flat for top runner of minium size 40x 12mm
with roller wheels confirming to gate F.G. 150
fitted with snap headed rivets of minium size
6mm max spacing of vertical channels be
100mm enclosed gate position and clear
space of 150mm between two sets of
crossings with hold fasts, stoppers, spaces,
handles locking arrangement and one coat
fo red primer & oil painting etc. complete
2451.00 No 121765.68 Rupees Two Thousand Four
Hundred FiftyOne Only
Bd-T.57, P.
No.511
,411/110
Page 28 of 29
Abst Hostel
79 Providing and fixing 450mm x 550mm size
superior type Belgium mirror with 16mm dia.
Nickel plated towel rod. Etc. complete.
28.00 Ground Floor - 407.00 No 11396.00 Rupees Four Hundred Seven
Only
,551/138 As Directed by
Engineer in
charge
28.00 First Floor - 411.00 No 11508.00 Rupees Four Hundred Eleven
Only
Add 1% for lift
charge
As Directed by
Engineer in
charge
80 Providing and fixing 15cm x 10cm salt glazed
stoneware gully trap in cement concrete
1:4:8 outside the building including
connecting glazed stoneware pipe, brick
masonry chamber with R.C.C. lid and symet
grating for the gully trap testing etc.
complete.
4.00 Ground Floor - 672.00 No 2688.00 Rupees Six Hundred
SeventyTwo Only
,535/136 As Directed by
Engineer in
charge
81 Providing uncoursed rubble masonry of trap /
granite / quartzite / gneiss stones in cement
mortar 1:6 in foundations and plinth of inner
walls / in plinth of external walls including
bailing-out water manually, striking joints on
unexposed faces and watering complete.
18.31 Ground Floor - 2948.00 Cum 53966.09 Rupees Two Thousand Nine
Hundred FourtyEight Only
RA As Directed by
Engineer in
charge
47010562.16
Say 47010562.00
Total Estimated cost of Hostel Buildings( two blocks) =
Dated Sign of Contractor University Engineer,MPKV
Page 29 of 29
Speci. Clause
No.
Page & Item No. In
PWD DSR
Addittional
Identity if any
1 Excavation for foundation in earth, soil of all
types, sand, gravel and soft murum, including
removing the excavated material up to a
distance of 50 m. beyond the building area &
stacking and spreading as directed,
dewatering, preparing the bed for the
foundation and necessary backfilling,
ramming,watering including shoring and
stutting etc.complete.
173.83 a. Lift upto 1.5 m. 115.00 Cum 19990.92 Rupees One Hundred Fifteen Only Bd.A.1, P.
No.259
,1/9
2 Excavation for foundation in hard murum
including removing the excavated material
upto distance of 50 metres beyond the
building area and stacking and spreading as
directed, dewatering, preparing the bed for
the foundation and necessary backfilling,
ramming, watering including shoring and
strutting etc.complete.
142.34 a. Lift upto 1.5 m. 132.00 Cum 18789.41 Rupees One Hundred ThirtyTwo Only Bd.A.2, P. No.
259
,5/10
CIVIL WORK -
Rate in Words Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 Edition
ITEM DESCRIPTION
BDA - EXCAVATION
Total AMOUNT
according to
estimated
Quantities
Quantity
estimate
d but
Sr.
No.
Estimate
Rate Rupees
in figure
UNIT or Per
Subwork No-5
Name of Work : Construction of Aminity Building in the campus of Agriculture College at Muktainagar Dist. Jalagaon For Mahatma
Phule Krushi Vidyapeeth, Rahuri
Schedule B
Page 1 of 28
3 Excavation for foundation in soft rock or old
cement or lime masonry foundations including
removing the excavated materials upto a
distance of 50 metres beyond the building
area and stacking as directed including
dewatering, preparing the bed for the
foundation and necessary, watering including
shoring and strutting etc.complete.
71.17 a. Lift upto 1.5 m 305.00 Cum 21707.46 Rupees Three Hundred Five Only Bd.A.4, P. No.
259
,13/12
71.17 b.Lift above 1.5 m 315.00 Cum 22419.18 Rupees Three Hundred Fifteen Only Bd.A.4, P. No.
259
,12/12
5 174.50 Filling in plinth and floors with approved
excavated materials in 15cm to 20cm layers
including watering and compaction etc.
complete.
229.00 Cum 39961.28 Rupees Two Hundred TwentyNine Only Bd-A 10, P. No.
262
RA
6 385.37 Filling in plinth and floors with contractor's Soil's,
Sand or murum in 15 cm to 20 cm layers
including watering, compaction etc.
complete.
614.00 Cum 236614.48 Rupees Six Hundred Fourteen Only Bd-A 11, P. No.
263
RA
7 212.78 Providing dry trap / granite / quartzite / gneiss
rubble stone soling 15 cm to 20 cm thick
including hand packing and compacting
complete.
702.00 Cum 149374.87 Rupees Seven Hundred Two Only Bd-A 11, P. No.
263
RA
8 167.55 Providing and laying in situ cement concrete
in 1:3:6 of trap / granite / quartzite / gneiss
metal for foundation and bedding including
bailing-out water manually formwork,
compacting, covering newly laid concrete by
gunny bag, plastic or tarpaulin, curing etc.
complete.(Wooden planks/ shuttering will not
be allowed)
4089.00 Cum 685116.14 Rupees Four Thousand EightyNine Only Bd-E.1, P.
No.287
RA
BDE - Plain Cement Concrete
BDF - Reinforced Cement Concrete
Page 2 of 28
9 71.18 Providing and laying in situ cement concrete
of M20 grade of trap / granite / quartzite /
gneiss metal for R.C.C. work in foundations like
raft, Strip foundations, grillage and and footings
of R.C.C. columns and steel stanchions etc.
including bailing-out water formwork, cover
blocks, compaction and curing roughening
the surface if special finish is to provide (
Excluding reinforcement and structural steel )
complete.
4988.00 Cum 355050.83 Rupees Four Thousand Nine Hundred
EightyEight Only
Bd-F.3, P.
No.298 & B.7,
P.No. 38
RA
10 Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite /
gneiss metal for R.C.C. columns as per
detailed designs and drawings or as directed
including centering, formwork, cover blocks,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
36.50 Ground Floor - 7178.00 Cum 261965.42 Rupees Seven Thousand One Hundred
SeventyEight Only
Bd-F.5, P.
No.300 & B.7,
P.No. 38
RA
26.85 Fisrt Floor - 7250.00 Cum 194697.30 Rupees Seven Thousand Two Hundred
Fifty Only
Bd-F.5, P.
No.300 & B.7,
P.No. 38
Add 1% lift
charges
11 Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite /
gneiss metal for R.C.C. beams and lintels as
per detailed designs and drawings or as
directed including centering, formwork, cover
blocks, compaction and curing roughening
the surface if special finish is to provide (
Excluding reinforcement and structural steel )
complete.
109.31 Ground Floor - 7253.00 Cum 792835.66 Rupees Seven Thousand Two Hundred
FiftyThree Only
Bd-F.6, P.
No.300 & B.7,
P.No. 38
RA
Page 3 of 28
66.30 First Floor - 7326.00 Cum 485715.70 Rupees Seven Thousand Three
Hundred TwentySix Only
Bd-F.6, P.
No.300 & B.7,
P.No. 38
Add 1% lift
charges
12 Providing and casting in situ cement concrete
of M20 gade of trap granite / quartzite / gneiss
metal for R.C.C. slabs and landings canopy
waist slab with steps as per detailed designs
and drawings or as directed including
centering, formwork, cover blocks,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
82.00 Ground Floor - 7518.00 Cum 616448.33 Rupees Seven Thousand Five Hundred
Eighteen Only
Bd-F.8, P.
No.302 & B.7,
P.No. 38
RA
81.28 First Floor - 7593.00 Cum 617180.89 Rupees Seven Thousand Five Hundred
NinetyThree Only
Bd-F.8, P.
No.302 & B.7,
P.No. 38
Add 1% lift
charges
13 Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite /
gneiss metal for R.C.C. chhajja as per detailed
designs and drawings or as directed including
centering, formwork, cover blocks,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
1.15 Ground Floor - 7593.00 Cum 8760.80 Rupees Seven Thousand Five Hundred
NinetyThree Only
Bd-F.9, P.
No.303 & B.7,
P.No. 38
RA
1.99 First Floor - 7669.00 Cum 15270.90 Rupees Seven Thousand Six Hundred
SixtyNine Only
Bd-F.9, P.
No.303 & B.7,
P.No. 38
Add 1% lift
charges
Page 4 of 28
14 Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite /
gneiss metal for R.C.C. pardi upto 75mm thick
including centering, formwork, cover block,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
0.51 Ground Floor - 9116.00 Cum 4606.77 Rupees Nine Thousand One Hundred
Sixteen Only
Bd-F.11, P.
No.304 & B.7,
P.No. 38
RA
1.86 First Floor - 9207.00 Cum 17115.35 Rupees Nine Thousand Two Hundred
Seven Only
Bd-F.11, P.
No.304 & B.7,
P.No. 38
Add 1% lift
charges
15 Pro.& casting in situ cement concrete of M-20
grade of trap granite / quartzite / gneiss metal
for R.C.C. coping to Plinth or Parapet and sill of
doors and windows moulded as per detailed
drawings or chamfered as per approved by
the engineer including centering, formwork,
cover blocks, compacting and roughening
them if special finish is to be provided and
curing complete. ( Excluding reinforcement ).
3.56 First Floor - 5016.00 Cum 17871.66 Rupees Five Thousand Sixteen Only Bd-F.12, P.
No.304 & B.7,
P.No. 38
RA
16 Providing and fixing in position TMT-FE-500
reinforcement of various diameters for R.C.C.
pile caps, footings, foundations, slabs, beams
columns, canopies, staircase, newels, chajjas,
lintels pardis, copings, fins, arches etc. as per
detailed designs, derwing and schedules
including cutting, bending hooking the bars,
binding with wires or tack welding and
supporting as requried complete.
Page 5 of 28
51.88 Ground Floor - 53834.00 MT 2792907.92 Rupees FiftyThree Thousand Eight
Hundred ThirtyFour Only
Bd-F.17, P.
No.306
,130/43
31.92 First Floor - 54372.00 MT 1735554.24 Rupees FiftyFour Thousand Three
Hundred SeventyTwo Only
Bd-F.17, P.
No.306
Add 1% lift
charges
17 41.27 Providing Second Class Burnt Bricks masonry
with conventional / I.S. type bricks in cement
mortar 1:6 in foundations and plinth of inner
walls / in plinth of external walls including
bailing-out water manually, striking joints on
unexposed faces, raking out joints on exposed
faces and watering complete.
6170.00 Cum 254611.00 Rupees Six Thousand One Hundred
Seventy Only
Bd-G.1, P.
No.313
RA
17 Providing Second Class Burnt Bricks masonry
with conventional IS. Type brick in cement
mortar 1:6 bricks in superstructure including
striking joints, raking out joints, watering and
scaffolding complete.
101.29 Ground Floor - 6370.00 Cum 645203.81 Rupees Six Thousand Three Hundred
Seventy Only
Bd-G.5, P.
No.315
RA
152.87 First Floor - 6434.00 Cum 983540.17 Rupees Six Thousand Four Hundred
ThirtyFour Only
Bd-G.5, P.
No.315
Add 1% lift
charges
18 Providing Second class Burnt Brick masonary
with conventional / I.s. type bricks in cement
mortar 1:4 in half brick thick wall including mild
steel longitudinal reinforcement of 2 bars of 6
mm diameter / 2 hoop iron strips 25 mm X 1.6
mm at every third course, properly bent and
bounded at ends scaffolding, raking out joints
and watering complete.
73.55 Ground Floor - 916.00 SQM 67375.46 Rupees Nine Hundred Sixteen Only Bd-G.7, P.
No.316
RA
21.61 First Floor - 925.00 SQM 19988.33 Rupees Nine Hundred TwentyFive Only Bd-G.7, P.
No.316
Add 1% lift
charges
BDG - Brick work
BDL - Plastering & Pointing
Page 6 of 28
19 Providing internal cement plaster 12mm thick
in a single coat in cement mortar 1:4 without
neeru finish to concrete surface in all positions
including scaffolding and curing etc.
complete.
626.89 Ground Floor - 152.00 Sqm 95286.54 Rupees One Hundred FiftyTwo Only Bd-L.1, P.
No.367
RA
661.20 First Floor - 154.00 Sqm 101825.17 Rupees One Hundred FiftyFour Only Bd-L.1, P.
No.367
Add 1% lift
charges
20 Providing neeru finish to plastered surfaces in a
all position including scaffolding and curing
complete.
626.89 Ground Floor - 27.00 Sqm 16925.90 Rupees TwentySeven Only Bd-L.10, P.
No.370
,197/62
661.20 First Floor - 27.27 Sqm 18030.99 Rupees TwentySeven Paise
TwentySeven Only
Bd-L.10, P.
No.370
Add 1% lift
charges
21 Providing internal cement plaster 20mm thick
in single coat in cement mortar 1:4 without
neeru finish to concrete or brick surfaces, in all
positions including scaffolding, providing
groove at joint of Burnt Brick Masonry and
concrete members if necessary, curing etc.
complete.
1026.11 Ground Floor - 212.00 Sqm 217535.53 Rupees Two Hundred Twelve Only Bd-L.2, P.
No.368
RA
832.25 First Floor - 214.00 Sqm 178102.25 Rupees Two Hundred Fourteen Only Bd-L.2, P.
No.368
Add 1% lift
charges
22 Providing neeru finish to plastered surfaces in a
all position including scaffolding and curing
complete.
1026.11 Ground Floor - 27.00 Sqm 27705.00 Rupees TwentySeven Only Bd-L.10, P.
No.370
,197/62
832.25 First Floor - 27.27 Sqm 22695.55 Rupees TwentySeven Paise
TwentySeven Only
Bd-L.10, P.
No.370
Add 1% lift
charges
Page 7 of 28
23 Providing sand faced plaster externally in
cement mortar using approved Screened
sand in all positions including base coat of
15mm thick in C.M. 1:4 using waterproofing
compound at 1kg.per cement bag, curing the
same for not less than 2 days and keeping the
surface of the base coat rough to receive the
sand faced treatment 6 to 8mm thick in C.M.
1:4, finishing the surface by taking out grains
and curing for fourteen days, scaffolding etc.
complete.
882.26 Ground Floor - 324.00 Sqm 285852.73 Rupees Three Hundred TwentyFour
Only
Bd-L.7, P.
No.369
RA
1041.72 First Floor - 327.00 Sqm 340643.39 Rupees Three Hundred TwentySeven
Only
Bd-L.7, P.
No.369
Add 1% lift
charges
24 Providing and fixing about 30cm width
chicken mesh of 24 gauge at the junction of 2
different surface of different material
component at the of plastering to prevent
cracking in plaster surface as and where
directed at all floors with all leads and lifts etc.
complete
169.91 Ground Floor - 89.00 Cum 15121.63 Rupees EightyNine Only ,208/64 As Directed by
Engineer in
charge
156.51 First Floor - 89.89 Cum 14068.68 Rupees EightyNine Paise EightyNine
Only
Add 1% lift
charges
As Directed by
Engineer in
charge
25 Providing and applying priming coat
concrete/masonary/Asbestos cement plasterd
surface including scaffolding if necessary,
preparing the surface by throughly cleaning
oil, grease, dirt and other foreign matter and
sand papering as required.
1653.00 Ground Floor - 17.00 Sqm 28100.93 Rupees Seventeen Only ,315/87 As Directed by
Engineer in
charge
Page 8 of 28
1493.46 First Floor - 17.17 Sqm 25642.64 Rupees Seventeen Paise Seventeen
Only
Add 1% lift
charges
As Directed by
Engineer in
charge
26 Providing and applying Plastic emulsion paint
of approved quality colour and shade to old &
new surface in Two coats including
scaffolding, preparing the surfaces. (excluding
the primer coat) complete.
1653.00 Ground Floor - 65.00 Sqm 107444.75 Rupees SixtyFive Only Bd-P.6, P.
No.414
331/90
1493.46 First Floor - 65.65 Sqm 98045.38 Rupees SixtyFive Paise SixtyFive Only Bd-P.6, P.
No.414
Add 1% for lift
charge
27 Providing and applying two coats of Appex
Ace White exterior paints of approved colour
to the plastered surface including cleaning,
prepairing the plaster surface applying
astered surfaces applying primer coat,
scaffolding if necessary, and watering the
surface for two days complete.
1923.98 Ground Floor - 210.00 Cum 404036.72 Rupees Two Hundred Ten Only ,317/87 As Directed by
Engineer in
charge
28 labour charges for providing groove in extrnal
plaster having wdith of 2.5 c.m. and spaced at
a distence of 45c.m. etc. completein charge.
196.08 Ground Floor - 21.00 Rmt 4117.68 Rupees TwentyOne Only ,204/63 As Directed by
Engineer in
charge
196.08 First Floor - 21.21 Rmt 4158.86 Rupees TwentyOne Paise TwentyOne
Only
Add 1% for lift
charge
As Directed by
Engineer in
charge
29 Providing patti on plastered surface 12 mm to
15 mm thick in c.m. 1:3 in line and level
including neat finishing, scaffolding, curing
etc. complete.
Ground Floor - 0.00
Page 9 of 28
25.00 75 mm wide 21.00 Rmt 525.00 Rupees TwentyOne Only ,205/63 As Directed by
Engineer in
charge
25.00 100 mm wide 27.00 Rmt 675.00 Rupees TwentySeven Only ,206/63 As Directed by
Engineer in
charge
25.00 150 mm wide 40.00 Rmt 1000.00 Rupees Fourty Only ,207/63 As Directed by
Engineer in
charge
First Floor -
25.00 75 mm wide 21.21 Rmt 530.25 Rupees TwentyOne Paise TwentyOne
Only
,205/63 Add 1% for
lift charge
As Directed by
Engineer in
charge
25.00 100 mm wide 27.27 Rmt 681.75 Rupees TwentySeven Paise
TwentySeven Only
,206/63 Add 1% for
lift charge
As Directed by
Engineer in
charge
25.00 150 mm wide 40.40 Rmt 1010.00 Rupees Fourty Paise Fourty Only ,207/63 Add 1% for
lift charge
As Directed by
Engineer in
charge
30 Providing and laying Vitrified Mirror / glossy
finish tiles of Kajaria / Nitco / Asian / Coral or
equivalent make having size 590mm to 605mm
x 590mm to 605mm of 8 to 10mm thickness and
confirming to IS 15, 622 - 2, 006 ( Group Bla) of
approved make, shade and pattern for
flooring in required position laid on a bed of
1:4 cement mortar including neat cement
float, filling joints, curing and cleaning etc.
complete. Rustic Matt Finish
442.69 Ground Floor - 800.00 Sqm 354153.20 Rupees Eight Hundred Only Bd-M.12, P.
No.385
RA
397.70 First Floor - 808.00 Sqm 321339.90 Rupees Eight Hundred Eight Only Bd-M.12, P.
No.385
Add 1% for lift
charge
31 Providing and laying polished Kotah stone
flooring 25mm to 30mm thick and of required
width in plain / diamond pattern on a bed of /
1:6 cement mortar including cement float,
filling joints with neat cement slurry, curing,
polishing and cleaning complete.
Page 10 of 28
170.09 Ground Floor - 1058.00 Sqm 179956.07 Rupees One Thousand FiftyEight Only Bd-M.12, P.
No.385
RA
121.60 First Floor - 1069.00 Sqm 129989.76 Rupees One Thousand SixtyNine Only Bd-M.12, P.
No.385
Add 1% for lift
charge
32 Providing mirror finishing to stone flooring as
directed by Engineer-in-charge including all
material, labour etc. complete. (Prior
permission of S.E. shall be obtained before
inclusion of this item in the estimate.)
170.09 Ground Floor - 380.00 Sqm 64634.50 Rupees Three Hundred Eighty Only Bd-M.12, P.
No.385
,239/71
121.60 First Floor - 384.00 Sqm 46694.17 Rupees Three Hundred EightyFour Only Bd-M.12, P.
No.385
Add 1% for lift
charge
33 Providing and laying ceramic tiles of Kajaria/
Nitco/ Asian or equivalent make having sizes
______________ for skirting in required position
with readymade adhesive mortar of approved
quality on plasterof 1:2 cement mortar
including joint filling with white /colour cement
slurry cleaning curing complete.
4.28 Ground Floor - 872.00 Sqm 3732.16 Rupees Eight Hundred SeventyTwo
Only
Bd-M.12, P.
No.385
RA
34 Providing and laying Vitrified Mirror / glossy
finish tiles of Kajaria / Nitco / Asian / Coral or
equivalent make having size 590mm to 605mm
x 590mm to 605mm of 8 to 10mm thickness and
confirming to IS 15, 622 - 2, 006 ( Group Bla) of
approved make, shade and pattern for
Skirting in required position laid on a bed of 1:4
cement mortar including neat cement float,
filling joints, curing and cleaning etc.
complete. Rustic Matt Finish
22.14 Ground Floor - 880.00 Sqm 19481.44 Rupees Eight Hundred Eighty Only Bd-M.12, P.
No.385
RA
15.86 First Floor - 889.00 Sqm 14095.98 Rupees Eight Hundred EightyNine Only Bd-M.12, P.
No.385
Add 1% for lift
charge
Page 11 of 28
35 Providing and laying Ceramic tiles of Kajaria /
Nitco / Asian or equivalent make having sizes
30cm x 45cm approved quality and size 7 mm
thick for dado and skirting in requied position
with ready made adhesive mortar of
approved quality on plaster of 1:2 cement
mortar including joints filling with white/ colour
cement slurry, cleaning, curring complete.
130.68 Ground Floor - 872.00 Sqm 113955.58 Rupees Eight Hundred SeventyTwo
Only
Bd-M.13, P.
No.386
RA
68.37 First Floor - 881.00 Sqm 60236.61 Rupees Eight Hundred EightyOne Only Bd-M.13, P.
No.386
Add 1% for lift
charge
36 Providing and Antiskid tiles of approved
quality of company Kajaria/nitco/asian or
equivalent make of size 30 cm x 30cm and to
IS 15,622-2,006 ( Group-BIIA) for antiskid flooring
in required position laid on a bed of 1:4
cement motar including cement float, filling
joint with cement slurry cleaning curing
complete.
19.21 Ground Floor - 665.00 Sqm 12774.98 Rupees Six Hundred SixtyFive Only Bd-M.12, RA
14.05 First Floor - 672.00 Sqm 9441.94 Rupees Six Hundred SeventyTwo Only Bd-M.12, Add 1% for lift
charge
37 Providing and fixing machine cut machine
polished 18 mm to 20 mm thick telephone
black/ Amba White/Cat bary brown/ RBI red/
Ocean Brown granite stone for treads and
risers of steps and staircases of approved
colour and shade with rounded moulding and
three grooved line for the treads on bed of 1:4
cement mortar including float filling joints with
neat cement slurry curing polishing and
cleaning etc. complete.
Spec. No.: Bd. M.22 B/ Page No. 390
108.62 Ground Floor - 3260.00 Sqm 354104.46 Rupees Three Thousand Two Hundred
Sixty Only
Spec. No.: Bd.
M.22 B/ Page
No. 390
RA
Page 12 of 28
16.43 First Floor - 3293.00 Sqm 54087.53 Rupees Three Thousand Two Hundred
NinetyThree Only
Spec. No.: Bd.
M.22 B/ Page
No. 390
Add 1% for lift
charge
38 Providing and Preparing kitchen otta made up
from 30mm thick and 75mm cm width one side
polished kadappa top 75cm heigh vertical
support for kadappa at 1m. c/c of 25mm thick
both side polished kadappa middel shelf and
bottom of 20mm thick one side polished
kadappa with facia patti of 20 x 50mm
kadappa including all material labour cutting
fixing with cement mortar and araldite curing
polished and cleaning etc. complete.
3.60 Ground Floor - 2379.00 Sqm 8564.40 Rupees Two Thousand Three Hundred
SeventyNine Only
Bd-M.35, P.
No.393
,248/73
39 Providing and laying telephone black / Amba
White / Catbary brown / RBI red / Ocean
Brown granite stone of 18 to 20 mm thick for
door frame/ dado/ window boxing
etc. On C.M. 1:6 including filling joints with
polymer base filler nosing the sharp edges
wherever necessary,
curing, etc. complete.
34.07 Ground Floor - 3260.00 Sqm 111051.90 Rupees Three Thousand Two Hundred
Sixty Only
Bd-M.12 RA
57.56 First Floor - 3293.00 Sqm 189528.62 Rupees Three Thousand Two Hundred
NinetyThree Only
Bd-M.12 Add 1% for lift
charge
Page 13 of 28
40 Supplying and fixing in position anodized
extruded modular aluminium section Three
Track sliding windows mounted on rectangular
frame of size 100 x 50x 2.80mm thick (2.183
kg/Rmt.) made up of three track drain bottom
section of size92 x 31 x 1.1mm thick (0.911
kg/Rmt.) and top and sides sections of size 92 x
45 x 1.5mm thick (1.284 kg/Rmt.). The shutter
should be of bearing bottom of size 40 x 18 x
1.2mm thick (0.417 kg/Rmt.) top member of
size 40 x 18 x 1.20mm thick (0.475 kg/Rmt.)
Interlocking section size of 43 x 27 x 1.30mm
thick (0.558 kg/Rmt.) and handle section of size
43 x 18 x 1.30mm thick (0.424 kg/Rmt.) selected
quality 5.5mm thick clear glass to be fixed in
shutter with neoprene gasket with approved
quality PVC rollers necessary locks handles
PVC lining and wooden encasement
wherever necessary etc. complete as directed
by Engineer in charge.
28.80 Ground Floor - 4435.00 Sqm 127728.00 Rupees Four Thousand Four Hundred
ThirtyFive Only
,424/113 As Directed by
Engineer in
charge
69.48 First Floor - 4479.00 Sqm 311200.92 Rupees Four Thousand Four Hundred
SeventyNine Only
Add 1% for lift
charge
As Directed by
Engineer in
charge
41 Providing and fixing in position aluminium
louvered windows/ ventilators (IS std.) of
various sizes with powder coating as per
detailed drawings and specifications including
aluminium frames 80 x 38 mm box type 5 mm
thick sheet glass louvers, clips / rubber plain
P.V.C.. gaskets of approved quality etc.
complete.. (Sample to be got approved from
Ex. Engineer before use)
Page 14 of 28
2.16 Ground Floor - 2840.00 Sqm 6134.40 Rupees Two Thousand Eight Hundred
Fourty Only
,444/119 As Directed by
Engineer in
charge
1.44 First Floor - 2868.00 Sqm 4129.92 Rupees Two Thousand Eight Hundred
SixtyEight Only
Add 1% for lift
charge
As Directed by
Engineer in
charge
42 Providing and fixing mild steel grill work for
windows, ventilators weighing 20.00 kg per
Sq.M. as per drawing, including necessary
fixtures, welding and painting with one coat of
anti-corrosive paint etc. complete.
30.96 Ground Floor - 1584.00 Sqm 49040.64 Rupees One Thousand Five Hundred
EightyFour Only
Bd-U.1, P.
No.537
,470/125
70.92 First Floor - 1600.00 Sqm 113472.00 Rupees One Thousand Six Hundred
Only
Bd-U.1, P.
No.537
Add 1% for lift
charge
43 Providing and fixing 900mm high S.S.304 Grade
Stainless steel railing with 40 mm diameter and
1.5 mm thick at top,40mm diameter and
1.5mm thick vertical supports spaced at 3.3m
center to center and two pipes of 12mm
diameter fixed horizontally including
fabricating ,fixtures, errecting , necessary
welding , griding , finishing, buffing to stainless
steel pipe etc. complete.
22.46 Ground Floor - 3958.00 Rmt 88896.68 Rupees Three Thousand Nine Hundred
FiftyEight Only
,759/175 As Directed by
Engineer in
charge
82.62 First Floor - 3998.00 Rmt 330314.76 Rupees Three Thousand Nine Hundred
NinetyEight Only
Add 1% for lift
charge
As Directed by
Engineer in
charge
Page 15 of 28
44 Providing and fixing single leaf pannelled door
shutter without fanlight and shutter 35mm thick
as per drawing consisting of Ghana T.W. top
rail size 100 x 35mm and bottom and lock rail
200 x 35mm insert pannel 12mm thick
commercial playfaced T.W. partical board
with phenol formaldehyde synthetic resin
(Generally confirming to ISI 3097) excluding
frame including iron oxidised fixture fastening
and T.W. beading at junction of pannels inserts
and as instructed by the Engineer in charge
including 3 coats of oil painting etc. complete.
17.01 Ground Floor - 5715.00 Sqm 97212.15 Rupees Five Thousand Seven Hundred
Fifteen Only
Bd-T.34, P.
No.499
,397/106
7.56 First Floor - 5772.00 Sqm 43636.32 Rupees Five Thousand Seven Hundred
SeventyTwo Only
Bd-T.34, P.
No.499
Add 1% for lift
charge
45 Providing and fixing country teak wood
double leaf 2nd class partly paneled and
partly glazed door without ventilator/ fanlight,
as per detailed drawings, including iron
oxidised fixtures and fastening and finishing
the wood work with one coat of primer
(excluding door frame) complete.
18.00 Ground Floor - 2740.00 Sqm 49320.00 Rupees Two Thousand Seven Hundred
Fourty Only
Bd-T.34, P.
No.499
,458/122
46 Providing and fixing M-40 grade thick vibrated
pull cast or similar type concrete frame with
chamfer conforming to I.S. 6524-1983 having 6
mm dia bars 3 Nos. And strips @250 mm c/c
and fixing in wall with 6 Nos. of hold fast of 12
mm dia bars 500 mm long including primer
and oil painting etc, complete) frame size 60
mm x 125 mm Spec. No.: As directed by
engineer-in-charge.
Page 16 of 28
45.00 Ground floor - 563.00 RMT 25335.00 Rupees Five Hundred SixtyThree Only ,437/117 As Directed by
Engineer in
charge
47 Providing and fixing Frame with/without
ventilator of size as specified with Non teak
wood for doors & windows including
chamfering, rounding, rebating iron hold fast
size 300mm x 40mm x 5mm with oil painting,
etc. complete.
0.44 Ground floor - 48850.00 Cu.m. 21268.07 Rupees FourtyEight Thousand Eight
Hundred Fifty Only
,391/105 As Directed by
Engineer in
charge
48 Providing and fixing 29 mm thick factory made
PVC rigid foam panelled door shutters
manufactured by M/s Rajshri or equivalent
made from MS tube of 19 guage thickness size
19 mm x 19 mm for styles and 15 mm x 15 mm
for top and bottom rails, covered with heat
moulded PVC “C” channel of 5 mm thick
sheet and 30 mm x 50 mm wide to form styles
and 5 mm thick and 75 mm wide PVC sheet
for top rail, lock rail and bottom rail on either
side and 5 mm thick, 20 mm wide cross PVC
sheet as gap insert for top rail and bottom rail
panelling of 5 mm thick PVC sheet fitted in the
M.S. frame welded/sealed to the styles and
rails with 5 mm x 30 mm PVC sheet beading on
either side and joined together with solvent
cement adhesive etc. complete as per
manufacturer’s specification and direction of
Engineer in charge fixed to the frames with
stainless steel hinges of 75 mm size, stailness
steel tower bolt 100 mm size, stainless steel
handles 100 mm size including all material,
labour, machinery etc. complete (For WC,
bath shutters) (The
item is exclusive of door frame)
Spec.: As directed by Engineer-in-charge.
Page 17 of 28
7.88 Ground Floor - 3504.00 Sqm 27594.00 Rupees Three Thousand Five Hundred
Four Only
,427/115 As Directed by
Engineer in
charge
4.73 First Floor - 3541.00 Sqm 16741.23 Rupees Three Thousand Five Hundred
FourtyOne Only
Add 1% for lift
charge
As Directed by
Engineer in
charge
49 Providing & laying in trenches ______ medium
grade having embossed as ISI mark
galvanised iron pipes of ______ with necessary
fitting, remaking good the demolished portion
with fitting trenches and with primer of anti
corrosive oil paint, 2 coats tc. complete.
Ground Floor -
24.00 15 mm GI Pipe - 165.00 Rmt 3960.00 Rupees One Hundred SixtyFive Only Bd-V.5, P.
No.551
,491-496/129-130
12.00 20 mm GI Pipe - 191.00 Rmt 2292.00 Rupees One Hundred NinetyOne Only Bd-V.5, P.
No.551
,491-496/129-130
23.96 25 mm GI Pipe - 252.00 Rmt 6038.00 Rupees Two Hundred FiftyTwo Only Bd-V.5, P.
No.551
,491-496/129-130
24.00 32 mm GI Pipe - 321.00 Rmt 7704.00 Rupees Three Hundred TwentyOne
Only
Bd-V.5, P.
No.551
,491-496/129-130
6.00 40 mm GI Pipe - 378.00 Rmt 2268.00 Rupees Three Hundred SeventyEight
Only
Bd-V.5, P.
No.551
,491-496/129-130
6.00 50 mm GI Pipe - 471.00 Rmt 2826.00 Rupees Four Hundred SeventyOne
Only
Bd-V.5, P.
No.551
,491-496/129-130
50 Providing & fixing on walls / Ceiling / floors
_________ heavy grade having embossed as ISI
mark galvanised iron pipes with necessary
fitting, remaking good the demolished portion
and applying primer of anti corrosive oil paint,
2 coats tc. complete.
Ground Floor -
24.00 15 mm GI Pipe - 195.00 Rmt 4680.00 Rupees One Hundred NinetyFive Only Bd-V.5, P.
No.551
,483-488/128-129
12.00 20 mm GI Pipe - 210.00 Rmt 2520.00 Rupees Two Hundred Ten Only Bd-V.5, P.
No.551
,483-488/128-129
23.96 25 mm GI Pipe - 266.00 Rmt 6373.44 Rupees Two Hundred SixtySix Only Bd-V.5, P.
No.551
,483-488/128-129
Page 18 of 28
24.00 32 mm GI Pipe - 365.00 Rmt 8760.00 Rupees Three Hundred SixtyFive Only Bd-V.5, P.
No.551
,483-488/128-129
6.00 40 mm GI Pipe - 393.00 Rmt 2358.00 Rupees Three Hundred NinetyThree
Only
Bd-V.5, P.
No.551
,483-488/128-129
6.00 50 mm GI Pipe - 476.00 Rmt 2856.00 Rupees Four Hundred SeventySix Only Bd-V.5, P.
No.551
,483-488/128-129
First Floor -
24.00 15 mm GI Pipe - 197.00 Rmt 4728.00 Rupees One Hundred NinetySeven
Only
Bd-V.5, P.
No.551
,483-488/128-129
Add 1% for lift
charges
12.00 20 mm GI Pipe - 212.00 Rmt 2544.00 Rupees Two Hundred Twelve Only Bd-V.5, P.
No.551
,483-488/128-129
24.00 25 mm GI Pipe - 267.00 Rmt 6408.00 Rupees Two Hundred SixtySeven Only Bd-V.5, P.
No.551
,483-488/128-129
24.00 32 mm GI Pipe - 369.00 Rmt 8856.00 Rupees Three Hundred SixtyNine Only Bd-V.5, P.
No.551
,483-488/128-129
6.00 40 mm GI Pipe - 397.00 Rmt 2382.00 Rupees Three Hundred NinetySeven
Only
Bd-V.5, P.
No.551
,483-488/128-129
6.00 50 mm GI Pipe - 481.00 Rmt 2886.00 Rupees Four Hundred EightyOne Only Bd-V.5, P.
No.551
,483-488/128-129
51 Providing and fixing ____ screw down wheeled
stop tap of brass including necessary sockets /
union nut, testing etc. complete.
Ground Floor -
4.00 25mm - 404.00 No 1616.00 Rupees Four Hundred Four Only Bd-V.9, P.
No.555
,511/132
First Floor -
4.00 25mm - 408.00 No 1632.00 Rupees Four Hundred Eight Only Bd-V.9, P.
No.555
,511/132
2.00 50mm - 722.00 No 1444.00 Rupees Seven Hundred TwentyTwo
Only
Bd-V.9, P.
No.555
,514/132
52 Providing and fixing 100 mm dia chromium
plated brass shower rose to 15mm dia supply
pipe including necessary bend and socket
complete.
1.00 Ground Floor - 310.00 No 310.00 Rupees Three Hundred Ten Only Bd-V.12, P.
No.556
,517/133
1.00 First Floor - 313.00 No 313.00 Rupees Three Hundred Thirteen Only Bd-V.12, P.
No.556
Add 1% for lift
charge
Page 19 of 28
53 Providing and fixing C.P. Wall mixer with
provision for overhead shower with 115mm
long bend pipe & wall flange jaquar make
continental ( CAT. No. Con-273 UPR) or
equivalent including necessary sockets / union
nut etc. complete.
1.00 Ground Floor - 3756.00 No 3756.00 Rupees Three Thousand Seven
Hundred FiftySix Only
,612/147 As Directed by
Engineer in
charge
1.00 First Floor - 3794.00 No 3794.00 Rupees Three Thousand Seven
Hundred NinetyFour Only
Add 1% for lift
charge
As Directed by
Engineer in
charge
54 Providing and fixing C.P. Pillar cock long neck
with aerator jaquar make continental ( CAT.
No. Con-021) or equivalent including
necessary sockets / union nut etc. complete.
5.00 Ground Floor - 1168.00 No 5840.00 Rupees One Thousand One Hundred
SixtyEight Only
,613/148 As Directed by
Engineer in
charge
3.00 First Floor - 1180.00 No 3540.00 Rupees One Thousand One Hundred
Eighty Only
Add 1% for lift
charge
As Directed by
Engineer in
charge
55 Providing and fixing screw down 15 mm dia.
Sink Cock with flange for cold water of brass
including necessary socket union nut, testing
etc. complete. (Prior approval of sample and
brand by Executive Engineer is necessary
before use) Make Sharp with extended
swinging spout with wall flange.
5.00 Ground Floor - 1606.00 No 8030.00 Rupees One Thousand Six Hundred Six
Only
,615/148 As Directed by
Engineer in
charge
3.00 First Floor - 1622.00 No 4866.00 Rupees One Thousand Six Hundred
TwentyTwo Only
Add 1% for lift
charge
As Directed by
Engineer in
charge
Page 20 of 28
56 Providing and fixing Bib Cock with wall flange
jaquar make continental ( CAT No. Con 047) or
eqivalant including including necessary
sockets/union nut etc. complete.
5.00 Ground Floor - 929.00 No 4645.00 Rupees Nine Hundred TwentyNine Only Bd-V.8, P.
No.554
,614/148
3.00 First Floor - 938.00 No 2814.00 Rupees Nine Hundred ThirtyEight Only Bd-V.8, P.
No.554
Add 1% for lift
charge
57 Providing and fixing European type white
glazed earthenware coupled closet
symphonic trap with symphonic low level
white glazed 10 liters cistern with black
backlite seat with all necessary pipe
connection etc. complete.
4.00 Ground Floor - 3130.00 No 12520.00 Rupees Three Thousand One Hundred
Thirty Only
,638/152 As Directed by
Engineer in
charge
3.00 First Floor - 3161.00 No 9483.00 Rupees Three Thousand One Hundred
SixtyOne Only
Add 1% for lift
charge
As Directed by
Engineer in
charge
58 Providing and fixing White glazed earthenware
wash Hand Basin of 55cm x 40 cm size
including cold water piller tap / cold and hot
water piller tap bracket, rubber plugs and
brass chain, stop tap and necessary pipe
connections including PVC water pipe waste
pipe and trap up to the outside face of the
wall.
5.00 Ground Floor - 2558.00 No 12790.00 Rupees Two Thousand Five Hundred
FiftyEight Only
Bd-V.30, P.
No.565
,527/134
3.00 First Floor - 2584.00 No 7752.00 Rupees Two Thousand Five Hundred
EightyFour Only
Bd-V.30, P.
No.565
Add 1% for lift
charge
Page 21 of 28
59 Providing and fixing 1st class "Orissa type"
colour glazed earthenware "Orissa type" W.C.
Pan 600 x 400 mm size including `P' or `S' trap
UPVC soil and vent pipe upto the outside face
of the wall, 1:5:10 cement concrete bedding,
10 litre fibre high level flushing cistern, 32mm
dia. UPVC flush pipe with fitting and clamps,
20mm dia . UPVC over flow pipe with mosquito
proof coupling UPVC chain & pully painting to
cister and exposed pipe, cutting and making
good walls and floor, testing etc. complet.
(Prior approval of sample and brand by Ex.
Engineer is necessary before use.)
1.00 Ground Floor - 4890.00 No 4890.00 Rupees Four Thousand Eight Hundred
Ninety Only
Bd-V.30, P.
No.565
,566/140
60 Providing and fixing 10cm P.V.C. Nahani Trap
with grating etc. complete.
10.00 Ground Floor - 650.00 No 6500.00 Rupees Six Hundred Fifty Only ,533/135 As Directed by
Engineer in
charge
5.00 First Floor - 656.00 No 3280.00 Rupees Six Hundred FiftySix Only Add 1% for lift
charge
As Directed by
Engineer in
charge
61 Providing and fixing 110mm dia PVC Rain
water pipe with necessary fitting such as
bends, tees, single junctions slotted vent,
clamps etc. complete.
114.10 Ground Floor - 357.00 Rmt 40733.70 Rupees Three Hundred FiftySeven Only ,559/139 As Directed by
Engineer in
charge
Page 22 of 28
62 Providing and fixing _____ mm diameter UPVC
soil / vent / waste SWR pipe of required
diameter conforming to IS-13592, and IS-4985
to withstand continuous internal hydraulic
pressure of 4 kg / cm2 including necessary
fixtures and fittings, such as bends, tees, single
junctions, double junctions and joining with
rubber rings and lurbicants, on wall by means
of clips or in ground including necessary
excavation, laying refilling, trench testing etc.
complete. (Prior approval of sample and
brand by Ex. Engineer is necessary before use)
As Directed by Engineer in charge-
30.00 75 mm dia 310.00 Rmt 9300.00 Rupees Three Hundred Ten Only ,558/139 As Directed by
Engineer in
charge
60.00 110 mm dia 357.00 Rmt 21420.00 Rupees Three Hundred FiftySeven Only ,559/139 As Directed by
Engineer in
charge
63 Providing and constructing Brick Masonry
intercepting Chamber ___________including
1:4:8 Cement Concrete foundation, 1:2:4 C.C.
channels / half round glazed stoneware pipe
pipes, brick masonary plastering from inside
and with frame fixed in cement conctete. with
RCC Cover
4.00 60cm x 45 cm x 90 cm 3893.00 No 15572.00 Rupees Three Thousand Eight Hundred
NinetyThree Only
Bd-V.43, P.
No.574
,545/137
4.00 90 cm x 45 cm x 90 cm 3957.00 No 15828.00 Rupees Three Thousand Nine Hundred
FiftySeven Only
Bd-V.43, P.
No.574
,546/137
64 2.00 Providing and fixing hume pipe septic tank
900mm diameter with vent pipe and cap
including necessary (including excavation and
laying)
6760.00 No 13520.00 Rupees Six Thousand Seven Hundred
Sixty Only
Bd-V.45, P.
No.575
,549/138
Page 23 of 28
66 Providing & laying water proof treatment to
terrace slab with B.B.coba in all position with
an average thickness of 112 mm consisting
specilised materials as per the manufucture
specifications and covering 10 years
guarantee on court fee stamp paper including
all leads, lifts etc complete.v
568.91 Second Floor - 683.00 Sqm 388566.59 Rupees Six Hundred EightyThree Only RA As Directed by
Engineer in
charge
67 Providing water proof bedding for flooring of
Bath and WC 25 mm thick in C.M.1:3 including
using 1 kg of water proof compound per bag
of cement including levelling, curing etc.
complete.
13.66 First Floor - 301.00 Sqm 4112.53 Rupees Three Hundred One Only RA As Directed by
Engineer in
charge
68 Providing and fixing 45 cm wide mild steel
ladder of 40mm x 6 mm mild steel flat stringers
and steps of 18 mm dia mild steel bar for water
tank including fixing it in 1:2:4 / M-15 cement
concrete block 60cm x 30cm x 30cm &
painting the ladder with 3 coats of oil painting
etc. complete.
7.00 Second Floor - 545.00 Rmt 3815.00 Rupees Five Hundred FourtyFive Only Bd-V.19, P.
No.559
,520/133
69 6000.00 Providing, & Fixing H.D.P. Container syntex or
alike one piece moulded water tank made
out of heigh density polyethyler and built
corrugated inclusive delivery uo ti distination
housting fixing of accesserries such as inlet,
outlet overflow pipe inclusive of all
8.00 Lit 48000.00 Rupees Eight Only ,585/144 As Directed by
Engineer in
charge
Page 24 of 28
70 250.40 Providing and fixing heavy duty inter locking
concrete rubber mould glossy paving blocks
of 80mm thickness of having a strength of 400
kg/sq.cm. of approved quality and shape on
a bed of crushed sand of 25 to 30 mm thick
including skirting joints and cleaning etc.
complete.
750.00 Sqm 187800.00 Rupees Seven Hundred Fifty Only 262/76 As Directed by
Engineer in
charge
71 947.30 Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-II) by treating
the bottom surface and sides for excavation
clorophyriphoas / lendene at the rate of 5 liters
of emulsion concentrates of 0.5 persent of
Aldrin per Sq.m. of surface area covering 10
years guarantee.
12.00 Sqm 11367.60 Rupees Twelve Only ,742/172 As Directed by
Engineer in
charge
72 676.08 Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-II) treatment by
treating the backfill in immedite contact with
foundation at the rate of 7.5 liter of emulsion
concentrates of 0.5 persent of clorophriphas
Hephoclore per Sq.m. of vertical surface area
covering 10 years guarantee.
95.00 Sqm 64227.60 Rupees NinetyFive Only ,741/172 As Directed by
Engineer in
charge
73 100.00 Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-I) to the soil
along the external face of building by
punching holes of 1.2 of 1.5 cm dia about 30
percent of clorophyriphas 20 E.C. Hephoclore
at the rate of 7.5 liters emulsion concentrates
per holes and sealing the same with proper
filling & covering 10 years guarantee.
80.00 Rmt 8000.00 Rupees Eighty Only ,743/172 As Directed by
Engineer in
charge
74 Providing and laying concrete pipe of IS NP
class ____________ in proper line, level and
slope including necessary collars, excavation,
laying, fixing with collars in cement mortar 1:1
and refilling the trench complete.
Page 25 of 28
a 10.00 150 mm 505.00 Rmt 5050.00 Rupees Five Hundred Five Only Bd-V.41, P.
No.573
,540/136
b 10.00 225 mm 560.00 Rmt 5600.00 Rupees Five Hundred Sixty Only Bd-V.41, P.
No.573
,541/136
c 10.00 300 mm 816.00 Rmt 8160.00 Rupees Eight Hundred Sixteen Only Bd-V.41, P.
No.573
,542/136
75 Providing and fixing for 25mm dia water meter
with non return value including stainer,
sockets/ union nut and including water meter
box making locking arrangement and lock. (
Without chambe)
1.00 25 mm dia water meter 4350.00 No 4350.00 Rupees Four Thousand Three Hundred
Fifty Only
Bd-V.7, P.
No.554
,501/131
76 2.00 Providing Soak pit of Size 120cm x 120cm x
120cm inluding excavation and filling with
brick bat
685.00 No 1370.00 Rupees Six Hundred EightyFive Only Bd-V.46, P.
No.576
,550/138
77 Providing and fixing chromium plated towel
rod 16mm dia and 75 cm in length including
all accessories complete.
3.00 Ground Floor - 170.00 No 510.00 Rupees One Hundred Seventy Only ,562/140 As Directed by
Engineer in
charge
3.00 First Floor - 172.00 No 516.00 Rupees One Hundred SeventyTwo Only Add 1% for lift
charge
As Directed by
Engineer in
charge
Page 26 of 28
78 26.10 Providing and fixing collapsible steel gate in
one / two leaves with hot rolled vertical
channels of 18x*x3mm minium size, crossing of
M.S. flats of size 18x 5mm T or E section for
runner of minium 40 x6mm size for flange, M.S.
flat for top runner of minium size 40x 12mm with
roller wheels confirming to gate F.G. 150 fitted
with snap headed rivets of minium size 6mm
max spacing of vertical channels be 100mm
enclosed gate position and clear space of
150mm between two sets of crossings with hold
fasts, stoppers, spaces, handles locking
arrangement and one coat fo red primer & oil
painting etc. complete
2451.00 Sqm 63971.10 Rupees Two Thousand Four Hundred
FiftyOne Only
Bd-T.57, P.
No.511
,411/110
79 Providing and fixing 450mm x 550mm size
superior type Belgium mirror with 16mm dia.
Nickel plated towel rod. Etc. complete.
5.00 Ground Floor - 407.00 No 2035.00 Rupees Four Hundred Seven Only ,551/138 As Directed by
Engineer in
charge
3.00 First Floor - 411.00 No 1233.00 Rupees Four Hundred Eleven Only Add 1% for lift
charge
As Directed by
Engineer in
charge
80 Providing and fixing 15cm x 10cm salt glazed
stoneware gully trap in cement concrete 1:4:8
outside the building including connecting
glazed stoneware pipe, brick masonry
chamber with R.C.C. lid and symet grating for
the gully trap testing etc. complete.
2.00 Ground Floor - 672.00 No 1344.00 Rupees Six Hundred SeventyTwo Only ,535/136 As Directed by
Engineer in
charge
Page 27 of 28
81 Providing uncoursed rubble masonry of trap /
granite / quartzite / gneiss stones in cement
mortar 1:6 in foundations and plinth of inner
walls / in plinth of external walls including
bailing-out water manually, striking joints on
unexposed faces and watering complete.
39.32 Ground Floor - 2948.00 Cum 115923.61 Rupees Two Thousand Nine Hundred
FourtyEight Only
RA As Directed by
Engineer in
charge
17672864.06
Say 17672864.00
Total Estimated cost of Buildings =
Page 28 of 28
Abst Library
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
1
Excavation for foundation in earth, soil of all
types, sand, gravel and soft murum, including
removing the excavated material up to a
distance of 50 m. beyond the building area &
stacking and spreading as directed,
dewatering, preparing the bed for the
foundation and necessary backfilling,
ramming,watering including shoring and
stutting etc.complete.
189.45 a. Lift upto 1.5 m. 115.00 Cum 21786.21 Rupees One Hundred Fifteen Only Bd.A.1, P.
No.259,1/9
2
Excavation for foundation in hard murum
including removing the excavated material
upto distance of 50 metres beyond the
building area and stacking and spreading as
directed, dewatering, preparing the bed for
the foundation and necessary backfilling,
ramming, watering including shoring and
strutting etc.complete.
244.57 a. Lift upto 1.5 m. 132.00 Cum 32282.71 Rupees One Hundred ThirtyTwo Only Bd.A.2, P. No.
259,5/10
Quantity
estimate
d but
may be
Subwork No-7
Name of Work :Construction of Library Building in the campus of Agriculture College at Muktainagar Dist. Jalgaon For Mahatma Phule
Krushi Vidyapeeth, Rahuri
Schedule B
ITEM DESCRIPTION
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
& Vol. II 1981 Edition
UNIT or Per
CIVIL WORK -
BDA - EXCAVATION
Rate in Words
Total AMOUNT
according to
estimated
Quantities
Sr.
No.
Estimate
Rate
Rupees in
figure
Page 1 of 25
Abst Library
3
Excavation for foundation in soft rock or old
cement or lime masonry foundations including
removing the excavated materials upto a
distance of 50 metres beyond the building
area and stacking as directed including
dewatering, preparing the bed for the
foundation and necessary, watering including
shoring and strutting etc.complete.
122.28 a. Lift upto 1.5 m 305.00 Cum 37296.32 Rupees Three Hundred Five Only Bd.A.4, P. No.
259,13/12
122.28 b.Lift above 1.5 m 315.00 Cum 38519.15 Rupees Three Hundred Fifteen Only Bd.A.4, P. No.
259,12/12
4 271.42
Filling in plinth and floors with approved
excavated materials in 15cm to 20cm layers
including watering and compaction etc.
complete.
229.00 Cum 62155.16 Rupees Two Hundred TwentyNine Only Bd-A 10, P. No.
262RA
5 412.80
Filling in plinth and floors with contractor's
Soil's, Sand or murum in 15 cm to 20 cm layers
including watering, compaction etc.
complete.
614.00 Cum 253459.02 Rupees Six Hundred Fourteen Only Bd-A 11, P. No.
263RA
6 196.32
Providing dry trap / granite / quartzite / gneiss
rubble stone soling 15 cm to 20 cm thick
including hand packing and compacting
complete.
702.00 Cum 137816.39 Rupees Seven Hundred Two Only Bd-A 11, P. No.
263RA
7 187.33
Providing and laying in situ cement concrete
in 1:3:6 of trap / granite / quartzite / gneiss
metal for foundation and bedding including
bailing-out water manually formwork,
compacting, covering newly laid concrete by
gunny bag, plastic or tarpaulin, curing etc.
complete.(Wooden planks/ shuttering will not
be allowed)
4089.00 Cum 766009.90 Rupees Four Thousand EightyNine Only Bd-E.1, P.
No.287RA
BDE - Plain Cement Concrete
BDF - Reinforced Cement Concrete
Page 2 of 25
Abst Library
8 152.87
Providing and laying in situ cement concrete
of M20 grade of trap / granite / quartzite /
gneiss metal for R.C.C. work in foundations like
raft, Strip foundations, grillage and and
footings of R.C.C. columns and steel
stanchions etc. including bailing-out water
formwork, cover blocks, compaction and
curing roughening the surface if special finish
is to provide ( Excluding reinforcement and
structural steel ) complete.
4988.00 Cum 762505.58Rupees Four Thousand Nine Hundred EightyEight
Only
Bd-F.3, P.
No.298 & B.7,
P.No. 38
RA
9
Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite /
gneiss metal for R.C.C. columns as per
detailed designs and drawings or as directed
including centering, formwork, cover blocks,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
46.43 Ground Floor - 7178.00 Cum 333306.27Rupees Seven Thousand One Hundred
SeventyEight Only
Bd-F.5, P.
No.300 & B.7,
P.No. 38
RA
9.07 Fisrt Floor - 7250.00 Cum 65732.85 Rupees Seven Thousand Two Hundred Fifty Only
Bd-F.5, P.
No.300 & B.7,
P.No. 38
Add 1% for lift
charges
10
Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite /
gneiss metal for R.C.C. beams and lintels as
per detailed designs and drawings or as
directed including centering, formwork, cover
blocks, compaction and curing roughening
the surface if special finish is to provide (
Excluding reinforcement and structural steel )
complete.
109.63 Ground Floor - 7253.00 Cum 795127.81Rupees Seven Thousand Two Hundred FiftyThree
Only
Bd-F.6, P.
No.300 & B.7,
P.No. 38
RA
2.27 First Floor - 7326.00 Cum 16620.64Rupees Seven Thousand Three Hundred
TwentySix Only
Bd-F.6, P.
No.300 & B.7,
P.No. 38
Add 1% for lift
charges
Page 3 of 25
Abst Library
11
Providing and casting in situ cement concrete
of M20 gade of trap granite / quartzite / gneiss
metal for R.C.C. slabs and landings canopy
waist slab with steps as per detailed designs
and drawings or as directed including
centering, formwork, cover blocks,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
103.72 Ground Floor - 7518.00 Cum 779737.80Rupees Seven Thousand Five Hundred Eighteen
Only
Bd-F.8, P.
No.302 & B.7,
P.No. 38
RA
3.59 First Floor - 7593.00 Cum 27266.46Rupees Seven Thousand Five Hundred
NinetyThree Only
Bd-F.8, P.
No.302 & B.7,
P.No. 38
Add 1% for lift
charges
12
Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite /
gneiss metal for R.C.C. chhajja as per detailed
designs and drawings or as directed including
centering, formwork, cover blocks,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
5.54 Ground Floor - 7593.00 Cum 42068.26Rupees Seven Thousand Five Hundred
NinetyThree Only
Bd-F.9, P.
No.303 & B.7,
P.No. 38
RA
0.10 First Floor - 7669.00 Cum 773.04Rupees Seven Thousand Six Hundred SixtyNine
Only
Bd-F.9, P.
No.303 & B.7,
P.No. 38
Add 1% for lift
charges
13
Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite /
gneiss metal for R.C.C. pardi upto 75mm thick
including centering, formwork, cover block,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
Page 4 of 25
Abst Library
0.28 Ground Floor - 9116.00 Cum 2543.36Rupees Nine Thousand One Hundred Sixteen
Only
Bd-F.11, P.
No.304 & B.7,
P.No. 38
RA
0.37 First Floor - 9207.00 Cum 3418.10 Rupees Nine Thousand Two Hundred Seven Only
Bd-F.11, P.
No.304 & B.7,
P.No. 38
Add 1% for lift
charges
14
Pro.& casting in situ cement concrete of M-20
grade of trap granite / quartzite / gneiss metal
for R.C.C. coping to Plinth or Parapet and sill of
doors and windows moulded as per detailed
drawings or chamfered as per approved by
the engineer including centering, formwork,
cover blocks, compacting and roughening
them if special finish is to be provided and
curing complete. ( Excluding reinforcement ).
5.04 First Floor - 5016.00 Cum 25288.16 Rupees Five Thousand Sixteen Only
Bd-F.12, P.
No.304 & B.7,
P.No. 38
RA
15
Providing and fixing in position TMT-FE-500
reinforcement of various diameters for R.C.C.
pile caps, footings, foundations, slabs, beams
columns, canopies, staircase, newels, chajjas,
lintels pardis, copings, fins, arches etc. as per
detailed designs, derwing and schedules
including cutting, bending hooking the bars,
binding with wires or tack welding and
supporting as requried complete.
37.78 Ground Floor - 53834.00 MT 2033848.52Rupees FiftyThree Thousand Eight Hundred
ThirtyFour Only
Bd-F.17, P.
No.306,130/43
3.58 First Floor - 54372.00 MT 194651.76Rupees FiftyFour Thousand Three Hundred
SeventyTwo Only
Bd-F.17, P.
No.306
Add 1% for lift
charges
BDG - Brick work
Page 5 of 25
Abst Library
16 21.06
Providing Second Class Burnt Bricks masonry
with conventional / I.S. type bricks in cement
mortar 1:6 in foundations and plinth of inner
walls / in plinth of external walls including
bailing-out water manually, striking joints on
unexposed faces, raking out joints on exposed
faces and watering complete.
6170.00 Cum 129956.19 Rupees Six Thousand One Hundred Seventy Only Bd-G.1, P.
No.313RA
17
Providing Second Class Burnt Bricks masonry
with conventional IS. Type brick in cement
mortar 1:6 bricks in superstructure including
striking joints, raking out joints, watering and
scaffolding complete.
111.32 Ground Floor - 6370.00 Cum 709106.64Rupees Six Thousand Three Hundred Seventy
Only
Bd-G.5, P.
No.315RA
132.63 First Floor - 6434.00 Cum 853341.42Rupees Six Thousand Four Hundred ThirtyFour
Only
Bd-G.5, P.
No.315
18
Providing Second class Burnt Brick masonary
with conventional / I.s. type bricks in cement
mortar 1:4 in half brick thick wall including mild
steel longitudinal reinforcement of 2 bars of 6
mm diameter / 2 hoop iron strips 25 mm X 1.6
mm at every third course, properly bent and
bounded at ends scaffolding, raking out joints
and watering complete.
52.08 Ground Floor - 916.00 sqm 47706.20 Rupees Nine Hundred Sixteen Only Bd-G.7, P.
No.316RA
19
Providing internal cement plaster 12mm thick
in a single coat in cement mortar 1:4 without
neeru finish to concrete surface in all positions
including scaffolding and curing etc.
complete.
874.39 Ground Floor - 152.00 Sqm 132907.89 Rupees One Hundred FiftyTwo Only Bd-L.1, P.
No.367RA
23.94 First Floor - 154.00 Sqm 3686.76 Rupees One Hundred FiftyFour Only Bd-L.1, P.
No.367
20
Providing neeru finish to plastered surfaces in a
all position including scaffolding and curing
complete.
BDL - Plastering & Pointing
Page 6 of 25
Abst Library
874.39 Ground Floor - 27.00 Sqm 23608.64 Rupees TwentySeven Only Bd-L.10, P.
No.370RA
23.94 First Floor - 27.27 Sqm 652.84 Rupees TwentySeven Paise TwentySeven Only Bd-L.10, P.
No.370
Add 1% for lift
charges
21
Providing internal cement plaster 20mm thick
in two coat in cement mortar 1:4 without
neeru finish to concrete or brick surfaces, in all
positions including scaffolding, providing
groove at joint of Burnt Brick Masonry and
concrete members if necessary, curing etc.
complete.
1147.90 Ground Floor - 212.00 Sqm 243355.44 Rupees Two Hundred Twelve Only Bd-L.2, P.
No.368RA
58.44 First Floor - 214.00 Sqm 12506.16 Rupees Two Hundred Fourteen Only Bd-L.2, P.
No.368
Add 1% for lift
charges
22
Providing neeru finish to plastered surfaces in a
all position including scaffolding and curing
complete.
1147.90 Ground Floor - 27.00 Sqm 30993.38 Rupees TwentySeven Only Bd-L.10, P.
No.370RA
58.44 First Floor - 27.27 Sqm 1593.66 Rupees TwentySeven Paise TwentySeven Only Bd-L.10, P.
No.370
Add 1% for lift
charges
23
Providing sand faced plaster externally in
cement mortar using approved Screened
sand in all positions including base coat of
15mm thick in C.M. 1:4 using waterproofing
compound at 1kg.per cement bag, curing the
same for not less than 2 days and keeping the
surface of the base coat rough to receive the
sand faced treatment 6 to 8mm thick in C.M.
1:4, finishing the surface by taking out grains
and curing for fourteen days, scaffolding etc.
complete.
833.70 Ground Floor - 324.00 Sqm 270118.48 Rupees Three Hundred TwentyFour Only Bd-L.7, P.
No.369RA
461.04 First Floor - 327.00 Sqm 150758.77 Rupees Three Hundred TwentySeven Only Bd-L.7, P.
No.369
Add 1% for lift
charges
Page 7 of 25
Abst Library
24
Providing and fixing about 30cm width
chicken mesh of 24 gauge at the junction of 2
different surface of different material
component at the of plastering to prevent
cracking in plaster surface as and where
directed at all floors with all leads and lifts etc.
complete
95.80 Ground Floor - 89.00 Sqm 8526.20 Rupees EightyNine Only ,208/64
As Directed by
Engineer in
charge
82.20 First Floor - 89.89 Sqm 7388.96 Rupees EightyNine Paise EightyNine Only Add 1% for lift
charges
As Directed by
Engineer in
charge
25
Providing and applying priming coat
concrete/masonary/Asbestos cement plasterd
surface including scaffolding if necessary,
preparing the surface by throughly cleaning
oil, grease, dirt and other foreign matter and
sand papering as required.
2022.30 Ground Floor - 17.00 Sqm 34379.05 Rupees Seventeen Only ,315/87
As Directed by
Engineer in
charge
82.38 First Floor - 17.17 Sqm 1414.46 Rupees Seventeen Paise Seventeen Only Add 1% for lift
charges
As Directed by
Engineer in
charge
26
Providing and applying pearl/luster paint of
approved colour & shade to the existing
plastered surfaces including scaffolding,
preparing the surface, applying primer and
acrelic wall putti etc complete.
2022.30 Ground Floor - 198.00 Sqm 400414.81 Rupees One Hundred NinetyEight Only ,317/87
As Directed by
Engineer in
charge
82.38 First Floor - 200.00 Sqm 16476.00 Rupees Two Hundred Only Add 1% for lift
charges
Page 8 of 25
Abst Library
27
Providing and applying two coats of Appex
Ace White exterior paints of approved colour
to the plastered surface including cleaning,
prepairing the plaster surface applying astered
surfaces applying primer coat, scaffolding if
necessary, and watering the surface for two
days complete.
1294.74 Ground Floor - 210.00 Sqm 271894.35 Rupees Two Hundred Ten Only ,317/87
As Directed by
Engineer in
charge
28
labour charges for providing groove in extrnal
plaster having wdith of 2.5 c.m. and spaced at
a distence of 45c.m. etc. completein charge.
176.24 Ground Floor - 21.00 Rmt 3701.04 Rupees TwentyOne Only ,204/63
As Directed by
Engineer in
charge
24.00 First Floor - 21.21 Rmt 509.04 Rupees TwentyOne Paise TwentyOne Only Add 1% for lift
charges
As Directed by
Engineer in
charge
29
Providing patti on plastered surface 12 mm to
15 mm thick in c.m. 1:3 in line and level
including neat finishing, scaffolding, curing
etc. complete.
Ground Floor - 0.00
25.00 75 mm wide 21.00 Rmt 525.00 Rupees TwentyOne Only ,205/63
As Directed by
Engineer in
charge
25.00 100 mm wide 27.00 Rmt 675.00 Rupees TwentySeven Only ,206/63
As Directed by
Engineer in
charge
25.00 150 mm wide 40.00 Rmt 1000.00 Rupees Fourty Only ,207/63
As Directed by
Engineer in
charge
First Floor -
25.00 75 mm wide 21.21 Rmt 530.25 Rupees TwentyOne Paise TwentyOne Only ,205/63 add 1%
for FF
As Directed by
Engineer in
charge
25.00 100 mm wide 27.27 Rmt 681.75 Rupees TwentySeven Paise TwentySeven Only ,206/63
As Directed by
Engineer in
charge
Page 9 of 25
Abst Library
25.00 150 mm wide 40.40 Rmt 1010.00 Rupees Fourty Paise Fourty Only ,207/63
As Directed by
Engineer in
charge
30
Providing and laying Vitrified Mirror / glossy
finish tiles of Kajaria / Nitco / Asian / Coral or
equivalent make having size 590mm to
605mm x 590mm to 605mm of 8 to 10mm
thickness and confirming to IS 15, 622 - 2, 006 (
Group Bla) of approved make, shade and
pattern for flooring in required position laid on
a bed of 1:4 cement mortar including neat
cement float, filling joints, curing and cleaning
etc. complete. Rustic Matt Finish
469.51 Ground Floor - 800.00 Sqm 375605.28 Rupees Eight Hundred Only Bd-M.12, P.
No.385RA
31
Providing and laying polished Kotah stone
flooring 25mm to 30mm thick and of required
width in plain / diamond pattern on a bed of /
1:6 cement mortar including cement float,
filling joints with neat cement slurry, curing,
polishing and cleaning complete.
170.18 Ground Floor - 1058.00 Sqm 180055.52 Rupees One Thousand FiftyEight Only Bd-M.12, P.
No.385RA
5.67 First Floor - 1069.00 Sqm 6061.23 Rupees One Thousand SixtyNine Only Bd-M.12, P.
No.385
Add 1% for lift
charges
32
Providing mirror finishing to stone flooring as
directed by Engineer-in-charge including all
material, labour etc. complete. (Prior
permission of S.E. shall be obtained before
inclusion of this item in the estimate.)
170.18 Ground Floor - 380.00 Sqm 64670.22 Rupees Three Hundred Eighty Only Bd-M.12, P.
No.385,239/71
5.67 First Floor - 384.00 Sqm 2177.28 Rupees Three Hundred EightyFour Only Bd-M.12, P.
No.385
Add 1% for lift
charges
Page 10 of 25
Abst Library
33
Providing and laying ceramic tiles of Kajaria/
Nitco/ Asian or equivalent make having sizes
______________ for skirting in required position
with readymade adhesive mortar of approved
quality on plasterof 1:2 cement mortar
including joint filling with white /colour
cement slurry cleaning curing complete.
5.32 Ground Floor - 872.00 Sqm 4640.78 Rupees Eight Hundred SeventyTwo Only Bd-M.12, P.
No.385RA
34
Providing and laying Vitrified Mirror / glossy
finish tiles of Kajaria / Nitco / Asian / Coral or
equivalent make having size 590mm to
605mm x 590mm to 605mm of 8 to 10mm
thickness and confirming to IS 15, 622 - 2, 006 (
Group Bla) of approved make, shade and
pattern for Skirting in required position laid on
a bed of 1:4 cement mortar including neat
cement float, filling joints, curing and cleaning
etc. complete. Rustic Matt Finish
24.29 Ground Floor - 880.00 Sqm 21375.20 Rupees Eight Hundred Eighty Only Bd-M.12, P.
No.385RA
35
Providing and laying Ceramic tiles of Kajaria /
Nitco / Asian or equivalent make having sizes
30cm x 45cm approved quality and size 7 mm
thick for dado and skirting in requied position
with ready made adhesive mortar of
approved quality on plaster of 1:2 cement
mortar including joints filling with white/ colour
cement slurry, cleaning, curring complete.
47.25 Ground Floor - 872.00 Sqm 41202.00 Rupees Eight Hundred SeventyTwo Only Bd-M.13, P.
No.386RA
Page 11 of 25
Abst Library
36
Providing and Antiskid tiles of approved
quality of company Kajaria/nitco/asian or
equivalent make of size 30 cm x 30cm and to
IS 15,622-2,006 ( Group-BIIA) for antiskid
flooring in required position laid on a bed of
1:4 cement motar including cement float,
filling joint with cement slurry cleaning curing
complete.
30.70 Ground Floor - 665.00 Sqm 20418.16 Rupees Six Hundred SixtyFive Only Bd-M.12, RA
37
Providing and fixing machine cut machine
polished 18 mm to 20 mm thick telephone
black/ Amba White/Cat bary brown/ RBI red/
Ocean Brown granite stone for treads and
risers of steps and staircases of approved
colour and shade with rounded moulding and
three grooved line for the treads on bed of 1:4
cement mortar including float filling joints with
neat cement slurry curing polishing and
cleaning etc. complete.
Spec. No.: Bd. M.22 B/ Page No. 390
42.68 Ground Floor - 3260.00 Sqm 139130.28 Rupees Three Thousand Two Hundred Sixty Only Bd-M.22, P.
No.390RA
38
Providing and laying telephone black / Amba
White / Catbary brown / RBI red / Ocean
Brown granite stone of 18 to 20 mm thick for
door frame/ dado/ window boxing
etc. On C.M. 1:6 including filling joints with
polymer base filler nosing the sharp edges
wherever necessary,
curing, etc. complete.
89.15 Ground Floor - 3260.00 Sqm 290612.70 Rupees Three Thousand Two Hundred Sixty Only Bd-M.12 RA
Page 12 of 25
Abst Library
39
Supplying and fixing in position anodized
extruded modular aluminium section Three
Track sliding windows mounted on rectangular
frame of size 100 x 50x 2.80mm thick (2.183
kg/Rmt.) made up of three track drain bottom
section of size92 x 31 x 1.1mm thick (0.911
kg/Rmt.) and top and sides sections of size 92 x
45 x 1.5mm thick (1.284 kg/Rmt.). The shutter
should be of bearing bottom of size 40 x 18 x
1.2mm thick (0.417 kg/Rmt.) top member of
size 40 x 18 x 1.20mm thick (0.475 kg/Rmt.)
Interlocking section size of 43 x 27 x 1.30mm
thick (0.558 kg/Rmt.) and handle section of
size 43 x 18 x 1.30mm thick (0.424 kg/Rmt.)
selected quality 5.5mm thick clear glass to be
fixed in shutter with neoprene gasket with
approved quality PVC rollers necessary locks
handles PVC lining and wooden encasement
wherever necessary etc. complete as directed
by Engineer in charge.
91.35 Ground Floor - 4435.00 Sqm 405137.25Rupees Four Thousand Four Hundred ThirtyFive
Only ,424/113
As Directed by
Engineer in
charge
40
Providing and fixing in position aluminium
louvered windows/ ventilators (IS std.) of
various sizes with powder coating as per
detailed drawings and specifications
including aluminium frames 80 x 38 mm box
type 5 mm thick sheet glass louvers, clips /
rubber plain P.V.C.. gaskets of approved
quality etc. complete.. (Sample to be got
approved from Ex. Engineer before use)
2.16 Ground Floor - 2840.00 Sqm 6134.40 Rupees Two Thousand Eight Hundred Fourty Only ,444/119
As Directed by
Engineer in
charge
Page 13 of 25
Abst Library
41
Providing and fixing mild steel grill work for
windows, ventilators weighing 20.00 kg per
Sq.M. as per drawing, including necessary
fixtures, welding and painting with one coat of
anti-corrosive paint etc. complete.
91.35 Ground Floor - 1584.00 Sqm 144698.40Rupees One Thousand Five Hundred EightyFour
Only
Bd-U.1, P.
No.537,470/125
42
Providing and fixing 900mm high S.S.304
Grade Stainless steel railing with 40 mm
diameter and 1.5 mm thick at top,40mm
diameter and 1.5mm thick vertical supports
spaced at 3.3m center to center and two
pipes of 12mm diameter fixed horizontally
including fabricating ,fixtures, errecting ,
necessary welding , griding , finishing, buffing
to stainless steel pipe etc. complete.
12.40 Ground Floor - 3958.00 Rmt 49079.20Rupees Three Thousand Nine Hundred FiftyEight
Only ,759/175
As Directed by
Engineer in
charge
43
Providing and fixing single leaf pannelled door
shutter without fanlight and shutter 35mm thick
as per drawing consisting of Ghana T.W. top
rail size 100 x 35mm and bottom and lock rail
200 x 35mm insert pannel 12mm thick
commercial playfaced T.W. partical board
with phenol formaldehyde synthetic resin
(Generally confirming to ISI 3097) excluding
frame including iron oxidised fixture fastening
and T.W. beading at junction of pannels inserts
and as instructed by the Engineer in charge
including 3 coats of oil painting etc.
complete.
26.64 Ground Floor - 5715.00 Sqm 152247.60Rupees Five Thousand Seven Hundred Fifteen
Only
Bd-T.34, P.
No.499,397/106
2.16 First Floor - 5772.00 Sqm 12467.52Rupees Five Thousand Seven Hundred
SeventyTwo Only
Bd-T.34, P.
No.499
Add 1% for lift
charges
Page 14 of 25
Abst Library
44
Providing and fixing country teak wood
double leaf 2nd class partly paneled and
partly glazed door without ventilator/ fanlight,
as per detailed drawings, including iron
oxidised fixtures and fastening and finishing
the wood work with one coat of primer
(excluding door frame) complete.
5.76 Ground Floor - 2740.00 Sqm 15782.40Rupees Two Thousand Seven Hundred Fourty
Only
Bd-T.34, P.
No.499,458/122
45
Providing and fixing M-40 grade thick vibrated
pull cast or similar type concrete frame with
chamfer conforming to I.S. 6524-1983 having 6
mm dia bars 3 Nos. And strips @250 mm c/c
and fixing in wall with 6 Nos. of hold fast of 12
mm dia bars 500 mm long including primer
and oil painting etc, complete) frame size 60
mm x 125 mm Spec. No.: As directed by
engineer-in-charge.
40.00 Ground floor - 563.00 Rmt 22520.00 Rupees Five Hundred SixtyThree Only ,437/117
As Directed by
Engineer in
charge
46
Providing and fixing Frame with/without
ventilator of size as specified with Non teak
wood for doors & windows including
chamfering, rounding, rebating iron hold fast
size 300mm x 40mm x 5mm with oil painting,
etc. complete.
0.45 Ground floor - 48850.00 Cu.m. 21927.54Rupees FourtyEight Thousand Eight Hundred Fifty
Only ,391/105
As Directed by
Engineer in
charge
Page 15 of 25
Abst Library
47
Providing and fixing 29 mm thick factory
made PVC rigid foam panelled door shutters
manufactured by M/s Rajshri or equivalent
made from MS tube of 19 guage thickness size
19 mm x 19 mm for styles and 15 mm x 15 mm
for top and bottom rails, covered with heat
moulded PVC “C” channel of 5 mm thick
sheet and 30 mm x 50 mm wide to form styles
and 5 mm thick and 75 mm wide PVC sheet
for top rail, lock rail and bottom rail on either
side and 5 mm thick, 20 mm wide cross PVC
sheet as gap insert for top rail and bottom rail
panelling of 5 mm thick PVC sheet fitted in the
M.S. frame welded/sealed to the styles and
rails with 5 mm x 30 mm PVC sheet beading
on either side and joined together with solvent
cement adhesive etc. complete as per
manufacturer’s specification and direction of
Engineer in charge fixed to the frames with
stainless steel hinges of 75 mm size, stailness
steel tower bolt 100 mm size, stainless steel
handles 100 mm size including all material,
labour, machinery etc. complete (For WC,
bath shutters) (The
item is exclusive of door frame)
Spec.: As directed by Engineer-in-charge.
7.88 Ground Floor - 3566.00 Sqm 28082.25Rupees Three Thousand Five Hundred SixtySix
Only ,427/115
As Directed by
Engineer in
charge
48
Providing & laying in trenches ______ medium
grade having embossed as ISI mark
galvanised iron pipes of ______ with necessary
fitting, remaking good the demolished portion
with fitting trenches and with primer of anti
corrosive oil paint, 2 coats tc. complete.
Ground Floor -
20.00 15 mm GI Pipe - 165.00 Rmt 3300.00 Rupees One Hundred SixtyFive Only Bd-V.5, P.
No.551
,491-496/129-
130
Page 16 of 25
Abst Library
10.00 20 mm GI Pipe - 191.00 Rmt 1910.00 Rupees One Hundred NinetyOne Only Bd-V.5, P.
No.551
,491-496/129-
130
20.00 25 mm GI Pipe - 252.00 Rmt 5040.00 Rupees Two Hundred FiftyTwo Only Bd-V.5, P.
No.551
,491-496/129-
130
15.00 32 mm GI Pipe - 321.00 Rmt 4815.00 Rupees Three Hundred TwentyOne Only Bd-V.5, P.
No.551
,491-496/129-
130
6.00 40 mm GI Pipe - 378.00 Rmt 2268.00 Rupees Three Hundred SeventyEight Only Bd-V.5, P.
No.551
,491-496/129-
130
5.00 50 mm GI Pipe - 471.00 Rmt 2355.00 Rupees Four Hundred SeventyOne Only Bd-V.5, P.
No.551
,491-496/129-
130
49
Providing & fixing on walls / Ceiling / floors
_________ heavy grade having embossed as ISI
mark galvanised iron pipes with necessary
fitting, remaking good the demolished portion
and applying primer of anti corrosive oil paint,
2 coats tc. complete.
Ground Floor -
20.00 15 mm GI Pipe - 195.00 Rmt 3900.00 Rupees One Hundred NinetyFive Only Bd-V.5, P.
No.551
I.No.-5, P.No-
100
10.00 20 mm GI Pipe - 210.00 Rmt 2100.00 Rupees Two Hundred Ten Only Bd-V.5, P.
No.551
I.No.-5, P.No-
100
20.00 25 mm GI Pipe - 266.00 Rmt 5320.00 Rupees Two Hundred SixtySix Only Bd-V.5, P.
No.551
I.No.-5, P.No-
100
15.00 32 mm GI Pipe - 365.00 Rmt 5475.00 Rupees Three Hundred SixtyFive Only Bd-V.5, P.
No.551
I.No.-5, P.No-
100
6.00 40 mm GI Pipe - 393.00 Rmt 2358.00 Rupees Three Hundred NinetyThree Only Bd-V.5, P.
No.551
I.No.-5, P.No-
100
5.00 50 mm GI Pipe - 476.00 Rmt 2380.00 Rupees Four Hundred SeventySix Only Bd-V.5, P.
No.551
I.No.-5, P.No-
100
First Floor -
20.00 15 mm GI Pipe - 195.98 Rmt 3919.50Rupees One Hundred NinetyFive Paise
NinetyEight Only
Bd-V.5, P.
No.551
,483-488/128-
129
10.00 20 mm GI Pipe - 211.05 Rmt 2110.50 Rupees Two Hundred Eleven Paise Five Only Bd-V.5, P.
No.551
,483-488/128-
129
20.00 25 mm GI Pipe - 267.33 Rmt 5346.60Rupees Two Hundred SixtySeven Paise ThirtyThree
Only
Bd-V.5, P.
No.551
,483-488/128-
129
15.00 32 mm GI Pipe - 366.83 Rmt 5502.38Rupees Three Hundred SixtySix Paise EightyThree
Only
Bd-V.5, P.
No.551
,483-488/128-
129
6.00 40 mm GI Pipe - 394.97 Rmt 2369.79Rupees Three Hundred NinetyFour Paise
NinetySeven Only
Bd-V.5, P.
No.551
,483-488/128-
129
Page 17 of 25
Abst Library
5.00 50 mm GI Pipe - 478.38 Rmt 2391.90Rupees Four Hundred SeventyEight Paise
ThirtyEight Only
Bd-V.5, P.
No.551
,483-488/128-
129
50
Providing and fixing ____ screw down wheeled
stop tap of brass including necessary sockets /
union nut, testing etc. complete.
Ground Floor -
3.00 25mm - 404.00 No 1212.00 Rupees Four Hundred Four Only Bd-V.9, P.
No.555,511/132
First Floor -
2.00 50mm - 722.00 No 1444.00 Rupees Seven Hundred TwentyTwo Only Bd-V.9, P.
No.555,514/132
51
Providing and fixing C.P. Pillar cock long neck
with aerator jaquar make continental ( CAT.
No. Con-021) or equivalent including
necessary sockets / union nut etc. complete.
4.00 Ground Floor - 1168.00 No 4672.00Rupees One Thousand One Hundred SixtyEight
Only ,613/148
As Directed by
Engineer in
charge
52
Providing ad fixing coloured glazed
earthenware full stall type Urinal without
flushing cistern with inlet pipes, UPVC flush
pipe, stop tap 32 mm dia. with fittings, UPVC
soil pipe, UPVC trap and soil pipe connection
upto the outside face of the wall, making
good to damaged surface, testing etc.
complete. (Prior approval of sample and
brand by Ex. Engineer is necessary before use)
Spec. No. : Bd.V.23 Page No. 562
3.00 Ground Floor - 4245.00 Nos 12735.00Rupees Four Thousand Two Hundred FourtyFive
Only
Bd-V.23, P.
No.562
,522/133
53
Providing and fixing machine cut mirror
polished 18 mm to 20 mm thick telephone
black/ Amba White/Cat bary brown/ RBI red/
Ocean Brown granite stone partition with
rounding the edges etc. complete. Both Side
Polish
2.70 Ground Floor - 3260.00 Sq.Mt. 8802.00 Rupees Three Thousand Two Hundred Sixty Only Bd-M.35 RA
Page 18 of 25
Abst Library
54
Providing and fixing screw down 15 mm dia.
Sink Cock with flange for cold water of brass
including necessary socket union nut, testing
etc. complete. (Prior approval of sample and
brand by Executive Engineer is necessary
before use) Make Sharp with extended
swinging spout with wall flange.
1.00 Ground Floor - 1606.00 No 1606.00 Rupees One Thousand Six Hundred Six Only ,615/148
As Directed by
Engineer in
charge
55
Providing and fixing Bib Cock with wall flange
jaquar make continental ( CAT No. Con 047) or
eqivalant including including necessary
sockets/union nut etc. complete.
5.00 Ground Floor - 929.00 No 4645.00 Rupees Nine Hundred TwentyNine Only Bd-V.8, P.
No.554,614/148
56
Providing and fixing European type white
glazed earthenware coupled closet
symphonic trap with symphonic low level
white glazed 10 liters cistern with black
backlite seat with all necessary pipe
connection etc. complete.
4.00 Ground Floor - 3130.00 No 12520.00 Rupees Three Thousand One Hundred Thirty Only ,638/152
As Directed by
Engineer in
charge
57
Providing and fixing White glazed
earthenware wash Hand Basin of 55cm x 40
cm size including cold water piller tap / cold
and hot water piller tap bracket, rubber plugs
and brass chain, stop tap and necessary pipe
connections including PVC water pipe waste
pipe and trap up to the outside face of the
wall.
4.00 Ground Floor - 2558.00 No 10232.00Rupees Two Thousand Five Hundred FiftyEight
Only
Bd-V.30, P.
No.565,527/134
58Providing and fixing 10cm P.V.C. Nahani Trap
with grating etc. complete.
8.00 Ground Floor - 650.00 No 5200.00 Rupees Six Hundred Fifty Only ,533/135
As Directed by
Engineer in
charge
Page 19 of 25
Abst Library
59
Providing and fixing 110mm dia PVC Rain
water pipe with necessary fitting such as
bends, tees, single junctions slotted vent,
clamps etc. complete.
72.00 Ground Floor - 357.00 Rmt 25704.00 Rupees Three Hundred FiftySeven Only ,559/139
As Directed by
Engineer in
charge
60
Providing and fixing _____ mm diameter UPVC
soil / vent / waste SWR pipe of required
diameter conforming to IS-13592, and IS-4985
to withstand continuous internal hydraulic
pressure of 4 kg / cm2 including necessary
fixtures and fittings, such as bends, tees, single
junctions, double junctions and joining with
rubber rings and lurbicants, on wall by means
of clips or in ground including necessary
excavation, laying refilling, trench testing etc.
complete. (Prior approval of sample and
brand by Ex. Engineer is necessary before use)
As Directed by Engineer in charge-
15.00 75 mm dia 310.00 Rmt 4650.00 Rupees Three Hundred Ten Only ,558/139
As Directed by
Engineer in
charge
15.00 110 mm dia 357.00 Rmt 5355.00 Rupees Three Hundred FiftySeven Only ,559/139
As Directed by
Engineer in
charge
61
Providing and constructing Brick Masonry
intercepting Chamber ___________including
1:4:8 Cement Concrete foundation, 1:2:4 C.C.
channels / half round glazed stoneware pipe
pipes, brick masonary plastering from inside
and with frame fixed in cement conctete. with
RCC Cover
3.00 60cm x 45 cm x 90 cm 3893.00 No 11679.00Rupees Three Thousand Eight Hundred
NinetyThree Only
Bd-V.43, P.
No.574,545/137
3.00 90 cm x 45 cm x 90 cm 3957.00 No 11871.00Rupees Three Thousand Nine Hundred FiftySeven
Only
Bd-V.43, P.
No.574,546/137
Page 20 of 25
Abst Library
62 1.00
Providing and fixing hume pipe septic tank
900mm diameter with vent pipe and cap
including necessary (including excavation
and laying)
6760.00 No 6760.00 Rupees Six Thousand Seven Hundred Sixty Only Bd-V.45, P.
No.575,549/138
64
Providing & laying water proof treatment to
terrace slab with B.B.coba in all position with
an average thickness of 112 mm consisting
specilised materials as per the manufucture
specifications and covering 10 years
guarantee on court fee stamp paper including
all leads, lifts etc complete.v
766.31 Second Floor - 683.00 Sqm 523389.46 Rupees Six Hundred EightyThree Only RA
As Directed by
Engineer in
charge
65
Providing and fixing 45 cm wide mild steel
ladder of 40mm x 6 mm mild steel flat stringers
and steps of 18 mm dia mild steel bar for
water tank including fixing it in 1:2:4 / M-15
cement concrete block 60cm x 30cm x 30cm
& painting the ladder with 3 coats of oil
painting etc. complete.
3.50 Second Floor - 545.00 Rmt 1907.50 Rupees Five Hundred FourtyFive Only Bd-V.19, P.
No.559,520/133
66 3000.00
Providing, & Fixing H.D.P. Container syntex or
alike one piece moulded water tank made
out of heigh density polyethyler and built
corrugated inclusive delivery uo ti distination
housting fixing of accesserries such as inlet,
outlet overflow pipe inclusive of all
8.00 Lit 24000.00 Rupees Eight Only ,585/144
As Directed by
Engineer in
charge
67 220.00
Providing and fixing heavy duty inter locking
concrete rubber mould glossy paving blocks
of 80mm thickness of having a strength of 400
kg/sq.cm. of approved quality and shape on
a bed of crushed sand of 25 to 30 mm thick
including skirting joints and cleaning etc.
complete.
750.00 Sqm 165000.00 Rupees Seven Hundred Fifty Only ,262/76
As Directed by
Engineer in
charge
Page 21 of 25
Abst Library
68 1443.81
Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-II) by treating
the bottom surface and sides for excavation
clorophyriphoas / lendene at the rate of 5 liters
of emulsion concentrates of 0.5 persent of
Aldrin per Sq.m. of surface area covering 10
years guarantee.
95.00 Sqm 137161.95 Rupees NinetyFive Only ,741/172
As Directed by
Engineer in
charge
69 721.24
Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-II) treatment by
treating the backfill in immedite contact with
foundation at the rate of 7.5 liter of emulsion
concentrates of 0.5 persent of clorophriphas
Hephoclore per Sq.m. of vertical surface area
covering 10 years guarantee.
80.00 Sqm 57699.20 Rupees Eighty Only ,743/172
As Directed by
Engineer in
charge
70 125.00
Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-I) to the soil
along the external face of building by
punching holes of 1.2 of 1.5 cm dia about 30
percent of clorophyriphas 20 E.C. Hephoclore
at the rate of 7.5 liters emulsion concentrates
per holes and sealing the same with proper
filling & covering 10 years guarantee.
12.00 Rmt 1500.00 Rupees Twelve Only ,742/172
As Directed by
Engineer in
charge
71
Providing and laying concrete pipe of IS NP
class ____________ in proper line, level and
slope including necessary collars, excavation,
laying, fixing with collars in cement mortar 1:1
and refilling the trench complete.
a 5.00 150 mm 505.00 Rmt 2525.00 Rupees Five Hundred Five Only Bd-V.41, P.
No.573,540/136
b 10.00 225 mm 560.00 Rmt 5600.00 Rupees Five Hundred Sixty Only Bd-V.41, P.
No.573,541/136
c 5.00 300 mm 816.00 Rmt 4080.00 Rupees Eight Hundred Sixteen Only Bd-V.41, P.
No.573,542/136
Page 22 of 25
Abst Library
72
Providing and fixing for 25mm dia water meter
with non return value including stainer,
sockets/ union nut and including water meter
box making locking arrangement and lock. (
Without chambe)
1.00 25 mm dia water meter 4350.00 No 4350.00 Rupees Four Thousand Three Hundred Fifty Only Bd-V.7, P.
No.554,501/131
73 1.00
Providing Soak pit of Size 120cm x 120cm x
120cm inluding excavation and filling with
brick bat
685.00 No 685.00 Rupees Six Hundred EightyFive Only Bd-V.46, P.
No.576,550/138
74 9.00
Providing and fixing collapsible steel gate in
one / two leaves with hot rolled vertical
channels of 18x*x3mm minium size, crossing of
M.S. flats of size 18x 5mm T or E section for
runner of minium 40 x6mm size for flange, M.S.
flat for top runner of minium size 40x 12mm
with roller wheels confirming to gate F.G. 150
fitted with snap headed rivets of minium size
6mm max spacing of vertical channels be
100mm enclosed gate position and clear
space of 150mm between two sets of crossings
with hold fasts, stoppers, spaces, handles
locking arrangement and one coat fo red
primer & oil painting etc. complete
2451.00 Sqm 22059.00Rupees Two Thousand Four Hundred FiftyOne
Only
Bd-T.57, P.
No.511,411/110
75
Providing and fixing 450mm x 550mm size
superior type Belgium mirror with 16mm dia.
Nickel plated towel rod. Etc. complete.
2.00 Ground Floor - 407.00 No 814.00 Rupees Four Hundred Seven Only ,551/138
As Directed by
Engineer in
charge
76
Providing and fixing 15cm x 10cm salt glazed
stoneware gully trap in cement concrete 1:4:8
outside the building including connecting
glazed stoneware pipe, brick masonry
chamber with R.C.C. lid and symet grating for
the gully trap testing etc. complete.
Page 23 of 25
Abst Library
2.00 Ground Floor - 672.00 No 1344.00 Rupees Six Hundred SeventyTwo Only ,535/136
As Directed by
Engineer in
charge
Page 24 of 25
Abst Library
78
Providing uncoursed rubble masonry of trap /
granite / quartzite / gneiss stones in cement
mortar 1:6 in foundations and plinth of inner
walls / in plinth of external walls including
bailing-out water manually, striking joints on
unexposed faces and watering complete.
4.94 Ground Floor - 2948.00 Cum 14550.15Rupees Two Thousand Nine Hundred FourtyEight
Only RA
As Directed by
Engineer in
charge
79 15.00
Providing and laying in position flooring of
telephone black/ Amba White/ Cat bary
brown/ RBI red/ Ocean Brown granite stone of
approved shade and size 18 mm to 20 mm ick
on bed 1:6 cement mortar including cement
floats striking joints, pointing in C.M. 1:3 curing
and cleaning etc. complete.
Spec. No.: Bd.M. 3 B/ Page No. 380
3260.00 Sqm 48900.00 Rupees Three Thousand Two Hundred Sixty Only Bd-
M.35,P.No.393RA
13003170.98
Say Rs. 13003171.00
Total Estimated cost of Buildings =
Page 25 of 25
Speci. Clause
No.
Page & Item No.
In PWD DSR
Addittional
Identity if any
1
Excavation for foundation in earth, soil of all
types, sand, gravel and soft murum, including
removing the excavated material up to a
distance of 50 m. beyond the building area &
stacking and spreading as directed,
dewatering, preparing the bed for the
foundation and necessary backfilling,
ramming,watering including shoring and
stutting etc.complete.
70.50 a. Lift upto 1.5 m. 115.00 Cum 8108.01 Rupees One Hundred Fifteen Only Bd.A.1, P.
No.259,1/9
2
Excavation for foundation in hard murum
including removing the excavated material
upto distance of 50 metres beyond the
building area and stacking and spreading as
directed, dewatering, preparing the bed for
the foundation and necessary backfilling,
ramming, watering including shoring and
strutting etc.complete.
52.27 a. Lift upto 1.5 m. 132.00 Cum 6899.90 Rupees One Hundred ThirtyTwo Only Bd.A.2, P. No.
259,5/10
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 EditionSr.
No.
Quantity
estimate
d but
may be
Estimate
Rate
Rupees in
figure
Rate in Words
CIVIL WORK -
BDA - EXCAVATION
UNIT or Per
Subwork No-9
Name of Work : Construction of Gymnasiam Building in the campus of Agriculture College at Muktainagar Dist. Jalgaon For Mahatma
Phule Krushi Vidyapeeth, Rahuri
Schedule BTotal AMOUNT
according to
estimated
Quantities
ITEM DESCRIPTION
Page 1 of 25
3
Excavation for foundation in soft rock or old
cement or lime masonry foundations including
removing the excavated materials upto a
distance of 50 metres beyond the building
area and stacking as directed including
dewatering, preparing the bed for the
foundation and necessary, watering including
shoring and strutting etc.complete.
26.14 a. Lift upto 1.5 m 305.00 Cum 7971.48 Rupees Three Hundred Five Only Bd.A.4, P. No.
259,13/12
26.14 b.Lift above 1.5 m 315.00 Cum 8232.84 Rupees Three Hundred Fifteen Only Bd.A.4, P. No.
259,12/12
5 57.50
Filling in plinth and floors with approved
excavated materials in 15cm to 20cm layers
including watering and compaction etc.
complete.
229.00 Cum 13168.64 Rupees Two Hundred TwentyNine Only Bd-A 10, P. No.
262RA
6 91.73
Filling in plinth and floors with contractor's Soil's,
Sand or murum in 15 cm to 20 cm layers
including watering, compaction etc.
complete.
614.00 Cum 56322.28 Rupees Six Hundred Fourteen Only Bd-A 11, P. No.
263RA
7 63.56
Providing dry trap / granite / quartzite / gneiss
rubble stone soling 15 cm to 20 cm thick
including hand packing and compacting
complete.
702.00 Cum 44617.18 Rupees Seven Hundred Two Only Bd-A 11, P. No.
263RA
8 50.08
Providing and laying in situ cement concrete
in 1:3:6 of trap / granite / quartzite / gneiss
metal for foundation and bedding including
bailing-out water manually formwork,
compacting, covering newly laid concrete by
gunny bag, plastic or tarpaulin, curing etc.
complete.(Wooden planks/ shuttering will not
be allowed)
4089.00 Cum 204775.53 Rupees Four Thousand EightyNine Only Bd-E.1, P.
No.287RA
BDE - Plain Cement Concrete
BDF - Reinforced Cement Concrete
Page 2 of 25
9 32.72
Providing and laying in situ cement concrete
of M20 grade of trap / granite / quartzite /
gneiss metal for R.C.C. work in foundations like
raft, Strip foundations, grillage and and
footings of R.C.C. columns and steel stanchions
etc. including bailing-out water formwork,
cover blocks, compaction and curing
roughening the surface if special finish is to
provide ( Excluding reinforcement and
structural steel ) complete.
4988.00 Cum 163227.31Rupees Four Thousand Nine Hundred
EightyEight Only
Bd-F.3, P.
No.298 & B.7,
P.No. 38
RA
10
Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite / gneiss
metal for R.C.C. columns as per detailed
designs and drawings or as directed including
centering, formwork, cover blocks,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
13.80 Ground Floor - 7178.00 Cum 99064.58Rupees Seven Thousand One Hundred
SeventyEight Only
Bd-F.5, P.
No.300 & B.7,
P.No. 38
RA
12.09 Fisrt Floor - 7250.00 Cum 87663.38Rupees Seven Thousand Two Hundred Fifty
Only
Bd-F.5, P.
No.300 & B.7,
P.No. 38
RA
11
Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite / gneiss
metal for R.C.C. beams and lintels as per
detailed designs and drawings or as directed
including centering, formwork, cover blocks,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
27.41 Ground Floor - 7253.00 Cum 198833.09Rupees Seven Thousand Two Hundred
FiftyThree Only
Bd-F.6, P.
No.300 & B.7,
P.No. 38
RA
18.92 First Floor - 7326.00 Cum 138623.16Rupees Seven Thousand Three Hundred
TwentySix Only
Bd-F.6, P.
No.300 & B.7,
P.No. 38
RA
Page 3 of 25
12
Providing and casting in situ cement concrete
of M20 gade of trap granite / quartzite / gneiss
metal for R.C.C. slabs and landings canopy
waist slab with steps as per detailed designs
and drawings or as directed including
centering, formwork, cover blocks,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
15.71 Ground Floor - 7518.00 Cum 118132.89Rupees Seven Thousand Five Hundred
Eighteen Only
Bd-F.8, P.
No.302 & B.7,
P.No. 38
RA
21.21 First Floor - 7593.00 Cum 161077.37Rupees Seven Thousand Five Hundred
NinetyThree Only
Bd-F.8, P.
No.302 & B.7,
P.No. 38
RA
13
Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite / gneiss
metal for R.C.C. chhajja as per detailed
designs and drawings or as directed including
centering, formwork, cover blocks,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
1.35 Ground Floor - 7593.00 Cum 10271.05Rupees Seven Thousand Five Hundred
NinetyThree Only
Bd-F.9, P.
No.303 & B.7,
P.No. 38
RA
1.55 First Floor - 7669.00 Cum 11919.93Rupees Seven Thousand Six Hundred
SixtyNine Only
Bd-F.9, P.
No.303 & B.7,
P.No. 38
RA
14
Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite / gneiss
metal for R.C.C. pardi upto 75mm thick
including centering, formwork, cover block,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
0.17 Ground Floor - 9116.00 Cum 1558.84Rupees Nine Thousand One Hundred
Sixteen Only
Bd-F.11, P.
No.304 & B.7,
P.No. 38
RA
Page 4 of 25
0.35 First Floor - 9207.00 Cum 3231.66Rupees Nine Thousand Two Hundred Seven
Only
Bd-F.11, P.
No.304 & B.7,
P.No. 38
RA
15
Pro.& casting in situ cement concrete of M-20
grade of trap granite / quartzite / gneiss metal
for R.C.C. coping to Plinth or Parapet and sill of
doors and windows moulded as per detailed
drawings or chamfered as per approved by
the engineer including centering, formwork,
cover blocks, compacting and roughening
them if special finish is to be provided and
curing complete. ( Excluding reinforcement ).
2.41 First Floor - 5016.00 Cum 12110.63 Rupees Five Thousand Sixteen Only
Bd-F.12, P.
No.304 & B.7,
P.No. 38
RA
16
Providing and fixing in position TMT-FE-500
reinforcement of various diameters for R.C.C.
pile caps, footings, foundations, slabs, beams
columns, canopies, staircase, newels, chajjas,
lintels pardis, copings, fins, arches etc. as per
detailed designs, derwing and schedules
including cutting, bending hooking the bars,
binding with wires or tack welding and
supporting as requried complete.
15.25 Ground Floor - 53834.00 MT 820968.50Rupees FiftyThree Thousand Eight Hundred
ThirtyFour Only
Bd-F.17, P.
No.306,130/43
10.17 First Floor - 54372.00 MT 552963.24Rupees FiftyFour Thousand Three Hundred
SeventyTwo Only
Bd-F.17, P.
No.306
Add 1% for lift
charges
17 7.91
Providing Second Class Burnt Bricks masonry
with conventional / I.S. type bricks in cement
mortar 1:6 in foundations and plinth of inner
walls / in plinth of external walls including
bailing-out water manually, striking joints on
unexposed faces, raking out joints on exposed
faces and watering complete.
6170.00 Cum 48806.67Rupees Six Thousand One Hundred Seventy
Only
Bd-G.1, P.
No.313RA
BDG - Brick work
Page 5 of 25
17
Providing Second Class Burnt Bricks masonry
with conventional IS. Type brick in cement
mortar 1:6 bricks in superstructure including
striking joints, raking out joints, watering and
scaffolding complete.
32.31 Ground Floor - 6370.00 Cum 205809.92Rupees Six Thousand Three Hundred
Seventy Only
Bd-G.5, P.
No.315RA
61.39 First Floor - 6434.00 Cum 395011.31Rupees Six Thousand Four Hundred
ThirtyFour Only
Bd-G.5, P.
No.315RA
18
Providing Second class Burnt Brick masonary
with conventional / I.s. type bricks in cement
mortar 1:4 in half brick thick wall including mild
steel longitudinal reinforcement of 2 bars of 6
mm diameter / 2 hoop iron strips 25 mm X 1.6
mm at every third course, properly bent and
bounded at ends scaffolding, raking out joints
and watering complete.
14.03 Ground Floor - 916.00 sqm 12846.90 Rupees Nine Hundred Sixteen Only Bd-G.7, P.
No.316RA
14.03 First Floor - 925.00 sqm 12973.13 Rupees Nine Hundred TwentyFive Only Bd-G.7, P.
No.316
Add 1% for lift
charges
19
Providing internal cement plaster 12mm thick
in a single coat in cement mortar 1:4 without
neeru finish to concrete surface in all positions
including scaffolding and curing etc.
complete.
132.24 Ground Floor - 152.00 Sqm 20100.18 Rupees One Hundred FiftyTwo Only Bd-L.1, P.
No.367RA
184.18 First Floor - 154.00 Sqm 28363.87 Rupees One Hundred FiftyFour Only Bd-L.1, P.
No.367
Add 1% for lift
charges
20
Providing neeru finish to plastered surfaces in a
all position including scaffolding and curing
complete.
132.24 Ground Floor - 27.00 Sqm 3570.43 Rupees TwentySeven Only Bd-L.10, P.
No.370,197/62
184.18 First Floor - 27.27 Sqm 5022.62Rupees TwentySeven Paise TwentySeven
Only
Bd-L.10, P.
No.370
Add 1% for lift
charges
BDL - Plastering & Pointing
Page 6 of 25
21
Providing internal cement plaster 20mm thick
in single coat in cement mortar 1:4 without
neeru finish to concrete or brick surfaces, in all
positions including scaffolding, providing
groove at joint of Burnt Brick Masonry and
concrete members if necessary, curing etc.
complete.
289.92 Ground Floor - 212.00 Sqm 61463.04 Rupees Two Hundred Twelve Only Bd-L.2, P.
No.368RA
309.58 First Floor - 214.00 Sqm 66250.12 Rupees Two Hundred Fourteen Only Bd-L.2, P.
No.368
Add 1% for lift
charges
22
Providing neeru finish to plastered surfaces in a
all position including scaffolding and curing
complete.
289.92 Ground Floor - 27.00 Sqm 7827.84 Rupees TwentySeven Only Bd-L.10, P.
No.370,197/62
309.58 First Floor - 27.27 Sqm 8442.25Rupees TwentySeven Paise TwentySeven
Only
Bd-L.10, P.
No.370
Add 1% for lift
charges
23
Providing sand faced plaster externally in
cement mortar using approved Screened sand
in all positions including base coat of 15mm
thick in C.M. 1:4 using waterproofing
compound at 1kg.per cement bag, curing the
same for not less than 2 days and keeping the
surface of the base coat rough to receive the
sand faced treatment 6 to 8mm thick in C.M.
1:4, finishing the surface by taking out grains
and curing for fourteen days, scaffolding etc.
complete.
317.13 Ground Floor - 324.00 Sqm 102749.47 Rupees Three Hundred TwentyFour Only Bd-L.7, P.
No.369RA
476.88 First Floor - 327.00 Sqm 155939.11 Rupees Three Hundred TwentySeven Only Bd-L.7, P.
No.369
Add 1% for lift
charges
24
Providing and fixing about 30cm width chicken
mesh of 24 gauge at the junction of 2 different
surface of different material component at the
of plastering to prevent cracking in plaster
surface as and where directed at all floors with
all leads and lifts etc. complete
Page 7 of 25
82.12 Ground Floor - 89.00 Cum 7308.68 Rupees EightyNine Only ,208/64
As Directed by
Engineer in
charge
78.20 First Floor - 89.89 Cum 7029.40 Rupees EightyNine Paise EightyNine Only Add 1% for lift
charges
As Directed by
Engineer in
charge
25
Providing and applying priming coat
concrete/masonary/Asbestos cement plasterd
surface including scaffolding if necessary,
preparing the surface by throughly cleaning
oil, grease, dirt and other foreign matter and
sand papering as required.
422.16 Ground Floor - 17.00 Sqm 7176.69 Rupees Seventeen Only ,315/87
As Directed by
Engineer in
charge
493.76 First Floor - 17.17 Sqm 8477.88 Rupees Seventeen Paise Seventeen Only Add 1% for lift
charges
As Directed by
Engineer in
charge
26
Providing and applying Plastic emulsion paint
of approved quality colour and shade to old &
new surface in Two coats including scaffolding,
preparing the surfaces. (excluding the primer
coat) complete.
422.16 Ground Floor - 65.00 Sqm 27440.27 Rupees SixtyFive Only Bd-P.6, P.
No.414331/90
493.76 First Floor - 65.65 Sqm 32415.41 Rupees SixtyFive Paise SixtyFive Only Bd-P.6, P.
No.414
Add 1% for lift
charges
27
Providing and applying two coats of Appex
Ace White exterior paints of approved colour
to the plastered surface including cleaning,
prepairing the plaster surface applying astered
surfaces applying primer coat, scaffolding if
necessary, and watering the surface for two
days complete.
794.01 Ground Floor - 210.00 Cum 166741.26 Rupees Two Hundred Ten Only ,317/87
As Directed by
Engineer in
charge
28
labour charges for providing groove in extrnal
plaster having wdith of 2.5 c.m. and spaced at
a distence of 45c.m. etc. completein charge.
Page 8 of 25
102.00 Ground Floor - 21.00 Rmt 2142.00 Rupees TwentyOne Only ,204/63
As Directed by
Engineer in
charge
102.00 First Floor - 21.21 Rmt 2163.42 Rupees TwentyOne Paise TwentyOne Only Add 1% for lift
charges
As Directed by
Engineer in
charge
29
Providing patti on plastered surface 12 mm to
15 mm thick in c.m. 1:3 in line and level
including neat finishing, scaffolding, curing etc.
complete.
Ground Floor - 0.00
15.00 75 mm wide 21.00 Rmt 315.00 Rupees TwentyOne Only ,205/63
As Directed by
Engineer in
charge
15.00 100 mm wide 27.00 Rmt 405.00 Rupees TwentySeven Only ,206/63
As Directed by
Engineer in
charge
15.00 150 mm wide 40.00 Rmt 600.00 Rupees Fourty Only ,207/63
As Directed by
Engineer in
charge
Page 9 of 25
First Floor -
15.00 75 mm wide 21.21 Rmt 318.15 Rupees TwentyOne Paise TwentyOne Only ,205/63 add 1%
for FF
As Directed by
Engineer in
charge
15.00 100 mm wide 27.27 Rmt 409.05Rupees TwentySeven Paise TwentySeven
Only ,206/63
As Directed by
Engineer in
charge
15.00 150 mm wide 40.40 Rmt 606.00 Rupees Fourty Paise Fourty Only ,207/63
As Directed by
Engineer in
charge
31
Providing and laying polished Kotah stone
flooring 25mm to 30mm thick and of required
width in plain / diamond pattern on a bed of /
1:6 cement mortar including cement float,
filling joints with neat cement slurry, curing,
polishing and cleaning complete.
134.68 Ground Floor - 1058.00 Sqm 142492.50 Rupees One Thousand FiftyEight Only Bd-M.12, P.
No.385RA
68.17 First Floor - 1069.00 Sqm 72874.80 Rupees One Thousand SixtyNine Only Bd-M.12, P.
No.385 add 1% for FF
32
Providing mirror finishing to stone flooring as
directed by Engineer-in-charge including all
material, labour etc. complete. (Prior
permission of S.E. shall be obtained before
inclusion of this item in the estimate.)
134.68 Ground Floor - 380.00 Sqm 51178.78 Rupees Three Hundred Eighty Only Bd-M.12, P.
No.385,239/71
68.17 First Floor - 384.00 Sqm 26177.66 Rupees Three Hundred EightyFour Only Bd-M.12, P.
No.385 add 1% for FF
33
Providing and fixing in required positions,
skirting or dado of Ceramic Tile and of required
width on 1:2 lime plaster / 1:4 cement plaster
including cement float, filling joints with
cements slurry, curing, rubbing, polishing and
cleaning complete.
Page 10 of 25
6.78 Ground Floor - 872.00 Sqm 5912.16 Rupees Eight Hundred SeventyTwo Only Bd-M.12, P.
No.385RA
3.52 First Floor - 881.00 Sqm 3103.76 Rupees Eight Hundred EightyOne Only add 1% for FF
35
Providing and laying Ceramic tiles of Kajaria /
Nitco / Asian or equivalent make having sizes
30cm x 45cm approved quality and size 7 mm
thick for dado and skirting in requied position
with ready made adhesive mortar of
approved quality on plaster of 1:2 cement
mortar including joints filling with white/ colour
cement slurry, cleaning, curring complete.
25.82 Ground Floor - 872.00 Sqm 22510.68 Rupees Eight Hundred SeventyTwo Only Bd-M.13, P.
No.386RA
27.39 First Floor - 881.00 Sqm 24130.59 Rupees Eight Hundred EightyOne Only Bd-M.13, P.
No.386 add 1% for FF
36
Providing and Antiskid tiles of approved quality
of company Kajaria/nitco/asian or equivalent
make of size 30 cm x 30cm and to IS 15,622-
2,006 ( Group-BIIA) for antiskid flooring in
required position laid on a bed of 1:4 cement
motar including cement float, filling joint with
cement slurry cleaning curing complete.
11.22 Ground Floor - 665.00 Sqm 7461.30 Rupees Six Hundred SixtyFive Only Bd-M.12, RA
11.22 First Floor - 672.00 Sqm 7539.84 Rupees Six Hundred SeventyTwo Only Bd-M.12, add 1% for FF
37
Providing and fixing machine cut machine
polished 18 mm to 20 mm thick telephone
black/ Amba White/Cat bary brown/ RBI red/
Ocean Brown granite stone for treads and risers
of steps and staircases of approved colour and
shade with rounded moulding and three
grooved line for the treads on bed of 1:4
cement mortar including float filling joints with
neat cement slurry curing polishing and
cleaning etc. complete.
Spec. No.: Bd. M.22 B/ Page No. 390
10.26 Ground Floor - 3260.00 Sqm 33447.60Rupees Three Thousand Two Hundred Sixty
Only
Spec. No.: Bd.
M.22 B/ Page
No. 390
RA
6.48 First Floor - 3293.00 Sqm 21338.64Rupees Three Thousand Two Hundred
NinetyThree Only
Spec. No.: Bd.
M.22 B/ Page
No. 390
add 1% for FF
Page 11 of 25
39
Providing and laying telephone black / Amba
White / Catbary brown / RBI red / Ocean
Brown granite stone of 18 to 20 mm thick for
door frame/ dado/ window boxing
etc. On C.M. 1:6 including filling joints with
polymer base filler nosing the sharp edges
wherever necessary,
curing, etc. complete.
21.83 Ground Floor - 3260.00 Sqm 71149.50Rupees Three Thousand Two Hundred Sixty
Only Bd-M.12 RA
21.83 First Floor - 3293.00 Sqm 71869.73Rupees Three Thousand Two Hundred
NinetyThree Only Bd-M.12 add 1% for FF
40
Supplying and fixing in position anodized
extruded modular aluminium section Three
Track sliding windows mounted on rectangular
frame of size 100 x 50x 2.80mm thick (2.183
kg/Rmt.) made up of three track drain bottom
section of size92 x 31 x 1.1mm thick (0.911
kg/Rmt.) and top and sides sections of size 92 x
45 x 1.5mm thick (1.284 kg/Rmt.). The shutter
should be of bearing bottom of size 40 x 18 x
1.2mm thick (0.417 kg/Rmt.) top member of
size 40 x 18 x 1.20mm thick (0.475 kg/Rmt.)
Interlocking section size of 43 x 27 x 1.30mm
thick (0.558 kg/Rmt.) and handle section of size
43 x 18 x 1.30mm thick (0.424 kg/Rmt.) selected
quality 5.5mm thick clear glass to be fixed in
shutter with neoprene gasket with approved
quality PVC rollers necessary locks handles PVC
lining and wooden encasement wherever
necessary etc. complete as directed by
Engineer in charge.
22.50 Ground Floor - 4435.00 Sqm 99787.50Rupees Four Thousand Four Hundred
ThirtyFive Only I.No.-32, P.No.-81
As Directed by
Engineer in
charge
22.50 First Floor - 4479.00 Sqm 100777.50Rupees Four Thousand Four Hundred
SeventyNine Only I.No.-32, P.No.-81
As Directed by
Engineer in
charge
Page 12 of 25
41
Providing and fixing in position aluminium
louvered windows/ ventilators (IS std.) of
various sizes with powder coating as per
detailed drawings and specifications including
aluminium frames 80 x 38 mm box type 5 mm
thick sheet glass louvers, clips / rubber plain
P.V.C.. gaskets of approved quality etc.
complete.. (Sample to be got approved from
Ex. Engineer before use)
0.72 Ground Floor - 2840.00 Sqm 2044.80Rupees Two Thousand Eight Hundred Fourty
Only ,424/113
As Directed by
Engineer in
charge
0.72 First Floor - 2868.00 Sqm 2064.96Rupees Two Thousand Eight Hundred
SixtyEight Only add 1% for FF
As Directed by
Engineer in
charge
42
Providing and fixing mild steel grill work for
windows, ventilators weighing 20.00 kg per
Sq.M. as per drawing, including necessary
fixtures, welding and painting with one coat of
anti-corrosive paint etc. complete.
23.22 Ground Floor - 1584.00 Sqm 36780.48Rupees One Thousand Five Hundred
EightyFour Only
Bd-U.1, P.
No.537,407/125
23.94 First Floor - 1600.00 Sqm 38304.00 Rupees One Thousand Six Hundred Only Bd-U.1, P.
No.537 add 1% for FF
Page 13 of 25
43
Providing and fixing 900mm high S.S.304 Grade
Stainless steel railing with 40 mm diameter and
1.5 mm thick at top,40mm diameter and
1.5mm thick vertical supports spaced at 3.3m
center to center and two pipes of 12mm
diameter fixed horizontally including
fabricating ,fixtures, errecting , necessary
welding , griding , finishing, buffing to stainless
steel pipe etc. complete.
7.60 Ground Floor - 3958.00 Rmt 30080.80Rupees Three Thousand Nine Hundred
FiftyEight Only ,759/175
As Directed by
Engineer in
charge
15.60 First Floor - 3998.00 Rmt 62368.80Rupees Three Thousand Nine Hundred
NinetyEight Only add 1% for FF
As Directed by
Engineer in
charge
44
Providing and fixing single leaf pannelled door
shutter without fanlight and shutter 35mm thick
as per drawing consisting of Ghana T.W. top
rail size 100 x 35mm and bottom and lock rail
200 x 35mm insert pannel 12mm thick
commercial playfaced T.W. partical board
with phenol formaldehyde synthetic resin
(Generally confirming to ISI 3097) excluding
frame including iron oxidised fixture fastening
and T.W. beading at junction of pannels inserts
and as instructed by the Engineer in charge
including 3 coats of oil painting etc. complete.
5.67 Ground Floor - 5715.00 Sqm 32404.05Rupees Five Thousand Seven Hundred
Fifteen Only
Bd-T.34, P.
No.499,397/106
5.67 First Floor - 5772.00 Sqm 32727.24Rupees Five Thousand Seven Hundred
SeventyTwo Only
Bd-T.34, P.
No.499 add 1% for FF
45
Providing and fixing country teak wood double
leaf 2nd class partly paneled and partly glazed
door without ventilator/ fanlight, as per
detailed drawings, including iron oxidised
fixtures and fastening and finishing the wood
work with one coat of primer (excluding door
frame) complete.
3.60 Ground Floor - 2740.00 Sqm 9864.00Rupees Two Thousand Seven Hundred
Fourty Only
Bd-T.34, P.
No.499I.No.-8, P.No.-74
Page 14 of 25
46
Providing and fixing M-40 grade thick vibrated
pull cast or similar type concrete frame with
chamfer conforming to I.S. 6524-1983 having 6
mm dia bars 3 Nos. And strips @250 mm c/c
and fixing in wall with 6 Nos. of hold fast of 12
mm dia bars 500 mm long including primer
and oil painting etc, complete) frame size 60
mm x 125 mm Spec. No.: As directed by
engineer-in-charge.
20.00 Ground floor - 563.00 Rmt 11260.00 Rupees Five Hundred SixtyThree Only ,437/117
As Directed by
Engineer in
charge
47
Providing and fixing Frame with/without
ventilator of size as specified with Non teak
wood for doors & windows including
chamfering, rounding, rebating iron hold fast
size 300mm x 40mm x 5mm with oil painting,
etc. complete.
0.24 Ground floor - 48850.00 Cu.m. 11540.81Rupees FourtyEight Thousand Eight Hundred
Fifty Only ,391/105
As Directed by
Engineer in
charge
Page 15 of 25
48
Providing and fixing 29 mm thick factory made
PVC rigid foam panelled door shutters
manufactured by M/s Rajshri or equivalent
made from MS tube of 19 guage thickness size
19 mm x 19 mm for styles and 15 mm x 15 mm
for top and bottom rails, covered with heat
moulded PVC “C” channel of 5 mm thick sheet
and 30 mm x 50 mm wide to form styles and 5
mm thick and 75 mm wide PVC sheet for top
rail, lock rail and bottom rail on either side and
5 mm thick, 20 mm wide cross PVC sheet as
gap insert for top rail and bottom rail panelling
of 5 mm thick PVC sheet fitted in the M.S.
frame welded/sealed to the styles and rails
with 5 mm x 30 mm PVC sheet beading on
either side and joined together with solvent
cement adhesive etc. complete as per
manufacturer’s specification and direction of
Engineer in charge fixed to the frames with
stainless steel hinges of 75 mm size, stailness
steel tower bolt 100 mm size, stainless steel
handles 100 mm size including all material,
labour, machinery etc. complete (For WC,
bath shutters) (The
item is exclusive of door frame)
Spec.: As directed by Engineer-in-charge.
1.58 Ground Floor - 3580.00 Sqm 5638.50Rupees Three Thousand Five Hundred Eighty
Only ,427/115
As Directed by
Engineer in
charge
1.58 First Floor - 3616.00 Sqm 5695.20Rupees Three Thousand Six Hundred Sixteen
Only add 1% for FF
As Directed by
Engineer in
charge
49
Providing & laying in trenches ______ medium
grade having embossed as ISI mark galvanised
iron pipes of ______ with necessary fitting,
remaking good the demolished portion with
fitting trenches and with primer of anti
corrosive oil paint, 2 coats tc. complete.
Ground Floor -
10.00 15 mm GI Pipe - 165.00 Rmt 1650.00 Rupees One Hundred SixtyFive Only Bd-V.5, P.
No.551,491-496/129-130
Page 16 of 25
5.00 20 mm GI Pipe - 191.00 Rmt 955.00 Rupees One Hundred NinetyOne Only Bd-V.5, P.
No.551,491-496/129-130
10.00 25 mm GI Pipe - 252.00 Rmt 2520.00 Rupees Two Hundred FiftyTwo Only Bd-V.5, P.
No.551,491-496/129-130
5.00 32 mm GI Pipe - 321.00 Rmt 1605.00 Rupees Three Hundred TwentyOne Only Bd-V.5, P.
No.551,491-496/129-130
6.00 40 mm GI Pipe - 378.00 Rmt 2268.00 Rupees Three Hundred SeventyEight Only Bd-V.5, P.
No.551,491-496/129-130
5.00 50 mm GI Pipe - 471.00 Rmt 2355.00 Rupees Four Hundred SeventyOne Only Bd-V.5, P.
No.551,491-496/129-130
50
Providing & fixing on walls / Ceiling / floors
_________ heavy grade having embossed as ISI
mark galvanised iron pipes with necessary
fitting, remaking good the demolished portion
and applying primer of anti corrosive oil paint,
2 coats tc. complete.
Ground Floor -
10.00 15 mm GI Pipe - 195.00 Rmt 1950.00 Rupees One Hundred NinetyFive Only Bd-V.5, P.
No.551,483-488/128-129
5.00 20 mm GI Pipe - 210.00 Rmt 1050.00 Rupees Two Hundred Ten Only Bd-V.5, P.
No.551,483-488/128-129
10.00 25 mm GI Pipe - 266.00 Rmt 2660.00 Rupees Two Hundred SixtySix Only Bd-V.5, P.
No.551,483-488/128-129
5.00 32 mm GI Pipe - 365.00 Rmt 1825.00 Rupees Three Hundred SixtyFive Only Bd-V.5, P.
No.551,483-488/128-129
6.00 40 mm GI Pipe - 393.00 Rmt 2358.00 Rupees Three Hundred NinetyThree Only Bd-V.5, P.
No.551,483-488/128-129
5.00 50 mm GI Pipe - 476.00 Rmt 2380.00 Rupees Four Hundred SeventySix Only Bd-V.5, P.
No.551,483-488/128-129
First Floor -
10.00 15 mm GI Pipe - 197.00 Rmt 1970.00 Rupees One Hundred NinetySeven Only Bd-V.5, P.
No.551
,483-488/128-
129 add 1% for
FF
5.00 20 mm GI Pipe - 212.00 Rmt 1060.00 Rupees Two Hundred Twelve Only Bd-V.5, P.
No.551,483-488/128-129
10.00 25 mm GI Pipe - 293.00 Rmt 2930.00 Rupees Two Hundred NinetyThree Only Bd-V.5, P.
No.551,483-488/128-129
5.00 32 mm GI Pipe - 369.00 Rmt 1845.00 Rupees Three Hundred SixtyNine Only Bd-V.5, P.
No.551,483-488/128-129
6.00 40 mm GI Pipe - 397.00 Rmt 2382.00 Rupees Three Hundred NinetySeven Only Bd-V.5, P.
No.551,483-488/128-129
5.00 50 mm GI Pipe - 481.00 Rmt 2405.00 Rupees Four Hundred EightyOne Only Bd-V.5, P.
No.551,483-488/128-129
Page 17 of 25
51
Providing and fixing ____ screw down wheeled
stop tap of brass including necessary sockets /
union nut, testing etc. complete.
Ground Floor -
2.00 25mm - 404.00 No 808.00 Rupees Four Hundred Four Only Bd-V.9, P.
No.555,511/132
First Floor -
2.00 25mm - 408.00 No 816.00 Rupees Four Hundred Eight Only Bd-V.9, P.
No.555
Add 1% for lift
charges
1.00 50mm - 722.00 No 722.00 Rupees Seven Hundred TwentyTwo Only Bd-V.9, P.
No.555,514/132
52
Providing and fixing 100 mm dia chromium
plated brass shower rose to 15mm dia supply
pipe including necessary bend and socket
complete.
1.00 Ground Floor - 310.00 No 310.00 Rupees Three Hundred Ten Only Bd-V.12, P.
No.556,517/133
1.00 First Floor - 313.00 No 313.00 Rupees Three Hundred Thirteen Only Bd-V.12, P.
No.556
Add 1% for lift
charge
53
Providing and fixing C.P. Wall mixer with
provision for overhead shower with 115mm
long bend pipe & wall flange jaquar make
continental ( CAT. No. Con-273 UPR) or
equivalent including necessary sockets / union
nut etc. complete.
1.00 Ground Floor - 3756.00 No 3756.00Rupees Three Thousand Seven Hundred
FiftySix Only ,612/147
As Directed by
Engineer in
charge
1.00 First Floor - 3794.00 No 3794.00Rupees Three Thousand Seven Hundred
NinetyFour Only
Add 1% for lift
chargeAs Directed by
Engineer in
charge
Page 18 of 25
54
Providing and fixing C.P. Pillar cock long neck
with aerator jaquar make continental ( CAT.
No. Con-021) or equivalent including necessary
sockets / union nut etc. complete.
1.00 Ground Floor - 1168.00 No 1168.00Rupees One Thousand One Hundred
SixtyEight Only ,613/148
As Directed by
Engineer in
charge
1.00 First Floor - 1180.00 No 1180.00Rupees One Thousand One Hundred Eighty
Only
Add 1% for lift
chargeAs Directed by
Engineer in
charge
55
Providing and fixing screw down 15 mm dia.
Sink Cock with flange for cold water of brass
including necessary socket union nut, testing
etc. complete. (Prior approval of sample and
brand by Executive Engineer is necessary
before use) Make Sharp with extended
swinging spout with wall flange.
1.00 Ground Floor - 1606.00 No 1606.00 Rupees One Thousand Six Hundred Six Only ,615/148
As Directed by
Engineer in
charge
1.00 First Floor - 1622.00 No 1622.00Rupees One Thousand Six Hundred
TwentyTwo Only
Add 1% for lift
chargeAs Directed by
Engineer in
charge
56
Providing and fixing Bib Cock with wall flange
jaquar make continental ( CAT No. Con 047) or
eqivalant including including necessary
sockets/union nut etc. complete.
2.00 Ground Floor - 929.00 No 1858.00 Rupees Nine Hundred TwentyNine Only ,614/148
2.00 First Floor - 938.00 No 1876.00 Rupees Nine Hundred ThirtyEight Only Add 1% for lift
charge
As Directed by
Engineer in
charge
Page 19 of 25
57
Providing and fixing European type white
glazed earthenware coupled closet
symphonic trap with symphonic low level white
glazed 10 liters cistern with black backlite seat
with all necessary pipe connection etc.
complete.
1.00 Ground Floor - 3130.00 No 3130.00Rupees Three Thousand One Hundred Thirty
Only ,638/152
As Directed by
Engineer in
charge
1.00 First Floor - 3161.00 No 3161.00Rupees Three Thousand One Hundred
SixtyOne Only
Add 1% for lift
chargeAs Directed by
Engineer in
charge
58
Providing and fixing White glazed earthenware
wash Hand Basin of 55cm x 40 cm size
including cold water piller tap / cold and hot
water piller tap bracket, rubber plugs and brass
chain, stop tap and necessary pipe
connections including PVC water pipe waste
pipe and trap up to the outside face of the
wall.
1.00 Ground Floor - 2558.00 No 2558.00Rupees Two Thousand Five Hundred
FiftyEight Only
Bd-V.30, P.
No.565,527/134
1.00 First Floor - 2586.00 No 2586.00Rupees Two Thousand Five Hundred
EightySix Only
Bd-V.30, P.
No.565
Add 1% for lift
charge
60Providing and fixing 10cm P.V.C. Nahani Trap
with grating etc. complete.
3.00 Ground Floor - 650.00 No 1950.00 Rupees Six Hundred Fifty Only ,533/135
As Directed by
Engineer in
charge
3.00 First Floor - 657.00 No 1971.00 Rupees Six Hundred FiftySeven Only
Add 1% for lift
chargeAs Directed by
Engineer in
charge
Page 20 of 25
61
Providing and fixing 110mm dia PVC Rain
water pipe with necessary fitting such as
bends, tees, single junctions slotted vent,
clamps etc. complete.
65.20 Ground Floor - 357.00 Rmt 23276.40 Rupees Three Hundred FiftySeven Only ,559/139
As Directed by
Engineer in
charge
62
Providing and fixing _____ mm diameter UPVC
soil / vent / waste SWR pipe of required
diameter conforming to IS-13592, and IS-4985
to withstand continuous internal hydraulic
pressure of 4 kg / cm2 including necessary
fixtures and fittings, such as bends, tees, single
junctions, double junctions and joining with
rubber rings and lurbicants, on wall by means
of clips or in ground including necessary
excavation, laying refilling, trench testing etc.
complete. (Prior approval of sample and
brand by Ex. Engineer is necessary before use)
As Directed by Engineer in charge-
20.00 75 mm dia 310.00 Rmt 6200.00 Rupees Three Hundred Ten Only ,558/139
As Directed by
Engineer in
charge
20.00 110 mm dia 357.00 Rmt 7140.00 Rupees Three Hundred FiftySeven Only ,559/139
As Directed by
Engineer in
charge
63
Providing and constructing Brick Masonry
intercepting Chamber ___________including
1:4:8 Cement Concrete foundation, 1:2:4 C.C.
channels / half round glazed stoneware pipe
pipes, brick masonary plastering from inside
and with frame fixed in cement conctete. with
RCC Cover
2.00 60cm x 45 cm x 90 cm 3893.00 No 7786.00Rupees Three Thousand Eight Hundred
NinetyThree Only
Bd-V.43, P.
No.574,545/137
2.00 90 cm x 45 cm x 90 cm 3957.00 No 7914.00Rupees Three Thousand Nine Hundred
FiftySeven Only
Bd-V.43, P.
No.574,546/137
64 1.00
Providing and fixing hume pipe septic tank
900mm diameter with vent pipe and cap
including necessary (including excavation and
laying)
6760.00 No 6760.00Rupees Six Thousand Seven Hundred Sixty
Only
Bd-V.45, P.
No.575,549/138
Page 21 of 25
66
Providing & laying water proof treatment to
terrace slab with B.B.coba in all position with
an average thickness of 112 mm consisting
specilised materials as per the manufucture
specifications and covering 10 years
guarantee on court fee stamp paper including
all leads, lifts etc complete.v
160.93 Second Floor - 686.00 Sqm 110397.98 Rupees Six Hundred EightySix Only RA
As Directed by
Engineer in
charge
67
Providing water proof bedding for flooring of
Bath and WC 25 mm thick in C.M.1:3 including
using 1 kg of water proof compound per bag
of cement including levelling, curing etc.
complete.
2.52 First Floor - 301.00 Sqm 758.52 Rupees Three Hundred One Only RA
As Directed by
Engineer in
charge
68
Providing and fixing 45 cm wide mild steel
ladder of 40mm x 6 mm mild steel flat stringers
and steps of 18 mm dia mild steel bar for water
tank including fixing it in 1:2:4 / M-15 cement
concrete block 60cm x 30cm x 30cm &
painting the ladder with 3 coats of oil painting
etc. complete.
3.50 Second Floor - 545.00 Rmt 1907.50 Rupees Five Hundred FourtyFive Only Bd-V.19, P.
No.559,520/133
69 2000.00
Providing, & Fixing H.D.P. Container syntex or
alike one piece moulded water tank made out
of heigh density polyethyler and built
corrugated inclusive delivery uo ti distination
housting fixing of accesserries such as inlet,
outlet overflow pipe inclusive of all
8.00 Lit 16000.00 Rupees Eight Only ,585/144
As Directed by
Engineer in
charge
70 190.00
Providing and fixing heavy duty inter locking
concrete rubber mould glossy paving blocks of
60mm thickness of having a strength of 400
kg/sq.cm. of approved quality and shape on a
bed of crushed sand of 25 to 30 mm thick
including skirting joints and cleaning etc.
complete.
750.00 Sqm 142500.00 Rupees Seven Hundred Fifty Only ,262/76
As Directed by
Engineer in
charge
Page 22 of 25
71 341.10
Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-II) by treating the
bottom surface and sides for excavation
clorophyriphoas / lendene at the rate of 5 liters
of emulsion concentrates of 0.5 persent of
Aldrin per Sq.m. of surface area covering 10
years guarantee.
95.00 Sqm 32404.50 Rupees NinetyFive Only ,741/172
As Directed by
Engineer in
charge
72 160.93
Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-II) treatment by
treating the backfill in immedite contact with
foundation at the rate of 7.5 liter of emulsion
concentrates of 0.5 persent of clorophriphas
Hephoclore per Sq.m. of vertical surface area
covering 10 years guarantee.
80.00 Sqm 12874.40 Rupees Eighty Only ,743/172
As Directed by
Engineer in
charge
73 56.00
Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-I) to the soil
along the external face of building by
punching holes of 1.2 of 1.5 cm dia about 30
percent of clorophyriphas 20 E.C. Hephoclore
at the rate of 7.5 liters emulsion concentrates
per holes and sealing the same with proper
filling & covering 10 years guarantee.
12.00 Rmt 672.00 Rupees Twelve Only ,742/172
As Directed by
Engineer in
charge
74
Providing and laying concrete pipe of IS NP
class ____________ in proper line, level and
slope including necessary collars, excavation,
laying, fixing with collars in cement mortar 1:1
and refilling the trench complete.
a 5.00 150 mm 505.00 Rmt 2525.00 Rupees Five Hundred Five Only Bd-V.41, P.
No.573,540/136
b 10.00 225 mm 560.00 Rmt 5600.00 Rupees Five Hundred Sixty Only Bd-V.41, P.
No.573,541/136
c 5.00 300 mm 816.00 Rmt 4080.00 Rupees Eight Hundred Sixteen Only Bd-V.41, P.
No.573,542/136
75
Providing and fixing for 25mm dia water meter
with non return value including stainer, sockets/
union nut and including water meter box
making locking arrangement and lock. (
Without chambe)
1.00 25 mm dia water meter 4350.00 No 4350.00Rupees Four Thousand Three Hundred Fifty
Only
Bd-V.7, P.
No.554,501/131
Page 23 of 25
76 1.00
Providing Soak pit of Size 120cm x 120cm x
120cm inluding excavation and filling with
brick bat
685.00 No 685.00 Rupees Six Hundred EightyFive Only Bd-V.46, P.
No.576,550/138
77
Providing and fixing chromium plated towel
rod 16mm dia and 75 cm in length including all
accessories complete.
1.00 Ground Floor - 170.00 No 170.00 Rupees One Hundred Seventy Only ,562/140As Directed by
Engineer in
1.00 First Floor - 172.00 No 172.00 Rupees One Hundred SeventyTwo Only Add 1% for lift
charge
As Directed by
Engineer in
charge
78 1.89
Providing and fixing collapsible steel gate in
one / two leaves with hot rolled vertical
channels of 18x*x3mm minium size, crossing of
M.S. flats of size 18x 5mm T or E section for
runner of minium 40 x6mm size for flange, M.S.
flat for top runner of minium size 40x 12mm with
roller wheels confirming to gate F.G. 150 fitted
with snap headed rivets of minium size 6mm
max spacing of vertical channels be 100mm
enclosed gate position and clear space of
150mm between two sets of crossings with hold
fasts, stoppers, spaces, handles locking
arrangement and one coat fo red primer & oil
painting etc. complete
2451.00 No 4632.39Rupees Two Thousand Four Hundred
FiftyOne Only
Bd-T.57, P.
No.511,411/110
79
Providing and fixing 450mm x 550mm size
superior type Belgium mirror with 16mm dia.
Nickel plated towel rod. Etc. complete.
1.00 Ground Floor - 407.00 No 407.00 Rupees Four Hundred Seven Only ,551/138
As Directed by
Engineer in
charge
1.00 First Floor - 4411.00 No 4411.00Rupees Four Thousand Four Hundred Eleven
Only add 1% for FF
As Directed by
Engineer in
charge
80
Providing and fixing 15cm x 10cm salt glazed
stoneware gully trap in cement concrete 1:4:8
outside the building including connecting
glazed stoneware pipe, brick masonry
chamber with R.C.C. lid and symet grating for
the gully trap testing etc. complete.
Page 24 of 25
2.00 Ground Floor - 672.00 No 1344.00 Rupees Six Hundred SeventyTwo Only ,535/136
As Directed by
Engineer in
charge
81
Providing uncoursed rubble masonry of trap /
granite / quartzite / gneiss stones in cement
mortar 1:6 in foundations and plinth of inner
walls / in plinth of external walls including
bailing-out water manually, striking joints on
unexposed faces and watering complete.
2.43 Ground Floor - 2948.00 Cum 7163.64Rupees Two Thousand Nine Hundred
FourtyEight Only RA
As Directed by
Engineer in
charge
5654477.03
Say 5654477.00
Total Estimated cost of Buildings =
Page 25 of 25
Speci. Clause
No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
1 Excavation for foundation in earth, soil of all
types, sand, gravel and soft murum, including
removing the excavated material up to a
distance of 50 m. beyond the building area &
stacking and spreading as directed,
dewatering, preparing the bed for the
foundation and necessary backfilling,
ramming,watering including shoring and
stutting etc.complete.
134.91 a. Lift upto 1.5 m. 115.00 Cum 15514.24 Rupees One Hundred Fifteen Only Bd.A.1, P.
No.259
,1/9
2 Excavation for foundation in hard murum
including removing the excavated material
upto distance of 50 metres beyond the
building area and stacking and spreading as
directed, dewatering, preparing the bed for
the foundation and necessary backfilling,
ramming, watering including shoring and
strutting etc.complete.
11.88 a. Lift upto 1.5 m. 132.00 Cum 1568.16 Rupees One Hundred ThirtyTwo Only Bd.A.2, P. No.
259
,5/10
CIVIL WORK -
Quantity
estimate
d but
may be
Estimate
Rate Rupees
in figure
Subwork No-11
Name of Work : Construction of Guest House Building in the campus of Agriculture College at Muktainagar Dist. Jalgaon For
Schedule BSr.
No.
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
UNIT or PerITEM DESCRIPTION Rate in words Rs.Total AMOUNT
according to
estimated
Quantities
BDA - EXCAVATION
Page 1 of 25
3 Excavation for foundation in soft rock or old
cement or lime masonry foundations including
removing the excavated materials upto a
distance of 50 metres beyond the building
area and stacking as directed including
dewatering, preparing the bed for the
foundation and necessary, watering including
shoring and strutting etc.complete.
11.88 a. Lift upto 1.5 m 305.00 Cum 3623.40 Rupees Three Hundred Five Only Bd.A.4, P. No.
259
,13/12
11.88 b.Lift above 1.5 m 315.00 Cum 3742.20 Rupees Three Hundred Fifteen Only Bd.A.4, P. No.
259
,12/12
4 11.88 Filling in plinth and floors with approved
excavated materials in 15cm to 20cm layers
including watering and compaction etc.
complete.
229.00 Cum 2720.52 Rupees Two Hundred TwentyNine Only Bd-A 10, P. No.
262
RA
5 174.83 Filling in plinth and floors with contractor's Soil's,
Sand or murum in 15 cm to 20 cm layers
including watering, compaction etc.
complete.
614.00 Cum 107345.95 Rupees Six Hundred Fourteen Only Bd-A 11, P. No.
263
RA
6 55.07 Providing dry trap / granite / quartzite / gneiss
rubble stone soling 15 cm to 20 cm thick
including hand packing and compacting
complete.
702.00 Cum 38655.64 Rupees Seven Hundred Two Only Bd-A 11, P. No.
263
RA
7 37.65 Providing and laying in situ cement concrete
in 1:3:6 of trap / granite / quartzite / gneiss
metal for foundation and bedding including
bailing-out water manually formwork,
compacting, covering newly laid concrete by
gunny bag, plastic or tarpaulin, curing etc.
complete.(Wooden planks/ shuttering will not
be allowed)
4089.00 Cum 153942.88 Rupees Four Thousand EightyNine Only Bd-E.1, P.
No.287
RA
BDE - Plain Cement Concrete
Page 2 of 25
8 17.82 Providing and laying in situ cement concrete
of M20 grade of trap / granite / quartzite /
gneiss metal for R.C.C. work in foundations like
raft, Strip foundations, grillage and and footings
of R.C.C. columns and steel stanchions etc.
including bailing-out water formwork, cover
blocks, compaction and curing roughening
the surface if special finish is to provide (
Excluding reinforcement and structural steel )
complete.
4988.00 Cum 88886.16 Rupees Four Thousand Nine Hundred
EightyEight Only
Bd-F.3, P.
No.298 & B.7,
P.No. 38
RA
9 Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite / gneiss
metal for R.C.C. columns as per detailed
designs and drawings or as directed including
centering, formwork, cover blocks,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
12.52 Ground Floor - 7178.00 Cum 89893.68 Rupees Seven Thousand One Hundred
SeventyEight Only
Bd-F.5, P.
No.300 & B.7,
P.No. 38
RA
10 Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite / gneiss
metal for R.C.C. beams and lintels as per
detailed designs and drawings or as directed
including centering, formwork, cover blocks,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
30.79 Ground Floor - 7253.00 Cum 223341.28 Rupees Seven Thousand Two Hundred
FiftyThree Only
Bd-F.6, P.
No.300 & B.7,
P.No. 38
RA
BDF - Reinforced Cement Concrete
Page 3 of 25
11 Providing and casting in situ cement concrete
of M20 gade of trap granite / quartzite / gneiss
metal for R.C.C. slabs and landings canopy
waist slab with steps as per detailed designs
and drawings or as directed including
centering, formwork, cover blocks,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
24.73 Ground Floor - 7518.00 Cum 185953.13 Rupees Seven Thousand Five Hundred
Eighteen Only
Bd-F.8, P.
No.302 & B.7,
P.No. 38
RA
12 Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite / gneiss
metal for R.C.C. chhajja as per detailed
designs and drawings or as directed including
centering, formwork, cover blocks,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
0.38 Ground Floor - 7593.00 Cum 2870.15 Rupees Seven Thousand Five Hundred
NinetyThree Only
Bd-F.9, P.
No.303 & B.7,
P.No. 38
RA
13 Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite /
gneiss metal for R.C.C. pardi upto 75mm thick
including centering, formwork, cover block,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
0.11 Ground Floor - 9116.00 Cum 1025.55 Rupees Nine Thousand One Hundred
Sixteen Only
Bd-F.11, P.
No.304 & B.7,
P.No. 38
RA
Page 4 of 25
14 Pro.& casting in situ cement concrete of M-20
grade of trap granite / quartzite / gneiss metal
for R.C.C. coping to Plinth or Parapet and sill of
doors and windows moulded as per detailed
drawings or chamfered as per approved by
the engineer including centering, formwork,
cover blocks, compacting and roughening
them if special finish is to be provided and
curing complete. ( Excluding reinforcement ).
1.33 First Floor - 5016.00 Cum 6685.83 Rupees Five Thousand Sixteen Only Bd-F.12, P.
No.304 & B.7,
P.No. 38
RA
15 Providing and fixing in position TMT-FE-500
reinforcement of various diameters for R.C.C.
pile caps, footings, foundations, slabs, beams
columns, canopies, staircase, newels, chajjas,
lintels pardis, copings, fins, arches etc. as per
detailed designs, derwing and schedules
including cutting, bending hooking the bars,
binding with wires or tack welding and
supporting as requried complete.
15.21 Ground Floor - 53834.00 MT 818815.14 Rupees FiftyThree Thousand Eight
Hundred ThirtyFour Only
Bd-F.17, P.
No.306
,130/43
16 12.26 Providing Second Class Burnt Bricks masonry
with conventional / I.S. type bricks in cement
mortar 1:6 in foundations and plinth of inner
walls / in plinth of external walls including
bailing-out water manually, striking joints on
unexposed faces, raking out joints on exposed
faces and watering complete.
6170.00 Cum 75660.74 Rupees Six Thousand One Hundred
Seventy Only
Bd-G.1, P.
No.313
RA
BDG - Brick work
Page 5 of 25
17 Providing Second Class Burnt Bricks masonry
with conventional IS. Type brick in cement
mortar 1:6 bricks in superstructure including
striking joints, raking out joints, watering and
scaffolding complete.
69.93 Ground Floor - 6370.00 Cum 445425.56 Rupees Six Thousand Three Hundred
Seventy Only
Bd-G.5, P.
No.315
RA
18 Providing Second class Burnt Brick masonary
with conventional / I.s. type bricks in cement
mortar 1:4 in half brick thick wall including mild
steel longitudinal reinforcement of 2 bars of 6
mm diameter / 2 hoop iron strips 25 mm X 1.6
mm at every third course, properly bent and
bounded at ends scaffolding, raking out joints
and watering complete.
29.43 Ground Floor - 916.00 Sqm 26957.88 Rupees Nine Hundred Sixteen Only Bd-G.7, P.
No.316
RA
19 Providing internal cement plaster 12mm thick
in a single coat in cement mortar 1:4 without
neeru finish to concrete surface in all positions
including scaffolding and curing etc.
complete.
186.52 Ground Floor - 152.00 Sqm 28351.02 Rupees One Hundred FiftyTwo Only Bd-L.1, P.
No.367
RA
20 Providing neeru finish to plastered surfaces in a
all position including scaffolding and curing
complete.
186.52 Ground Floor - 27.00 Sqm 5036.04 Rupees TwentySeven Only Bd-L.10, P.
No.370
,197/62
BDL - Plastering & Pointing
Page 6 of 25
21 Providing internal cement plaster 20mm thick
in single coat in cement mortar 1:5 without
neeru finish to concrete or brick surfaces, in all
positions including scaffolding, providing
groove at joint of Burnt Brick Masonry and
concrete members if necessary, curing etc.
complete.
338.73 Ground Floor - 212.00 Sqm 71810.76 Rupees Two Hundred Twelve Only Bd-L.2, P.
No.368
RA
22 Providing neeru finish to plastered surfaces in a
all position including scaffolding and curing
complete.
338.73 Ground Floor - 27.00 Sqm 9145.71 Rupees TwentySeven Only Bd-L.10, P.
No.370
,197/62
23 Providing sand faced plaster externally in
cement mortar using approved Screened sand
in all positions including base coat of 15mm
thick in C.M. 1:4 using waterproofing
compound at 1kg.per cement bag, curing the
same for not less than 2 days and keeping the
surface of the base coat rough to receive the
sand faced treatment 6 to 8mm thick in C.M.
1:4, finishing the surface by taking out grains
and curing for fourteen days, scaffolding etc.
complete.
399.09 Ground Floor - 324.00 Sqm 129303.86 Rupees Three Hundred TwentyFour Only Bd-L.7, P.
No.369
RA
24 Providing and fixing about 30cm width chicken
mesh of 24 gauge at the junction of 2 different
surface of different material component at the
of plastering to prevent cracking in plaster
surface as and where directed at all floors with
all leads and lifts etc. complete
99.99 Ground Floor - 89.00 Cum 8899.11 Rupees EightyNine Only ,208/64 As Directed by
Engineer in
charge
Page 7 of 25
25 Providing and applying priming coat
concrete/masonary/Asbestos cement plasterd
surface including scaffolding if necessary,
preparing the surface by throughly cleaning
oil, grease, dirt and other foreign matter and
sand papering as required.
525.25 Ground Floor - 17.00 Sqm 8929.25 Rupees Seventeen Only ,315/87 As Directed by
Engineer in
charge
26 Providing and applying pearl/luster paint of
approved colour & shade to the existing
plastered surfaces including scaffolding,
preparing the surface, applying primer and
acrelic wall putti etc complete.
525.25 Ground Floor - 198.00 Sqm 103999.48 Rupees One Hundred NinetyEight Only ,317/87 As Directed by
Engineer in
charge
27 Providing and applying two coats of Apex
White exterior paints of approved colour to the
plastered surface including cleaning,
prepairing the plaster surface applying astered
surfaces applying primer coat, scaffolding if
necessary, and watering the surface for two
days complete.
399.09 Ground Floor - 210.00 Cum 83808.06 Rupees Two Hundred Ten Only ,317/87 As Directed by
Engineer in
charge
28 labour charges for providing groove in extrnal
plaster having wdith of 2.5 c.m. and spaced at
a distence of 45c.m. etc. completein charge.
50.00 Ground Floor - 21.00 Rmt 1050.00 Rupees TwentyOne Only ,204/63 As Directed by
Engineer in
charge
Page 8 of 25
29 Providing patti on plastered surface 12 mm to
15 mm thick in c.m. 1:3 in line and level
including neat finishing, scaffolding, curing etc.
complete.
Ground Floor - 0.00
25.00 75 mm wide 21.00 Rmt 525.00 Rupees TwentyOne Only ,205/63 As Directed by
Engineer in
charge
25.00 100 mm wide 27.00 Rmt 675.00 Rupees TwentySeven Only ,206/63 As Directed by
Engineer in
charge
25.00 150 mm wide 40.00 Rmt 1000.00 Rupees Fourty Only ,207/63 As Directed by
Engineer in
charge
30 Providing and laying Vitrified Mirror / glossy
finish tiles of Kajaria / Nitco / Asian / Coral or
equivalent make having size 590mm to 605mm
x 590mm to 605mm of 8 to 10mm thickness and
confirming to IS 15, 622 - 2, 006 ( Group Bla) of
approved make, shade and pattern for
flooring in required position laid on a bed of 1:4
cement mortar including neat cement float,
filling joints, curing and cleaning etc.
complete. Rustic Matt Finish
84.00 Ground Floor - 800.00 Sqm 67200.00 Rupees Eight Hundred Only Bd-M.12, P.
No.385
RA
31 Providing and laying polished Kotah stone
flooring 25mm to 30mm thick and of required
width in plain / diamond pattern on a bed of /
1:6 cement mortar including cement float,
filling joints with neat cement slurry, curing,
polishing and cleaning complete.
41.70 Ground Floor - 1058.00 Sqm 44118.60 Rupees One Thousand FiftyEight Only Bd-M.12, P.
No.385
RA
Page 9 of 25
32 Providing mirror finishing to stone flooring as
directed by Engineer-in-charge including all
material, labour etc. complete. (Prior
permission of S.E. shall be obtained before
inclusion of this item in the estimate.)
41.70 Ground Floor - 380.00 Sqm 15846.00 Rupees Three Hundred Eighty Only Bd-M.12, P.
No.385
,239/71
33 Providing and fixing in required positions,
skirting or dado of polished Cermic tile of
required width on 1:2 lime plaster / 1:4 cement
plaster including cement float, filling joints with
cements slurry, curing, rubbing, polishing and
cleaning complete.
2.19 Ground Floor - 872.00 Sqm 1906.19 Rupees Eight Hundred SeventyTwo Only Bd-M.12, P.
No.385
RA
34 Providing and laying Vitrified Mirror / glossy
finish tiles of Kajaria / Nitco / Asian / Coral or
equivalent make having size 590mm to 605mm
x 590mm to 605mm of 8 to 10mm thickness and
confirming to IS 15, 622 - 2, 006 ( Group Bla) of
approved make, shade and pattern for Skirting
in required position laid on a bed of 1:4
cement mortar including neat cement float,
filling joints, curing and cleaning etc.
complete. Rustic Matt Finish
9.04 Ground Floor - 880.00 Sqm 7955.20 Rupees Eight Hundred Eighty Only Bd-M.12, P.
No.385
RA
Page 10 of 25
35 Providing and laying Ceramic tiles of Kajaria /
Nitco / Asian or equivalent make having sizes
30cm x 45cm approved quality and size 7 mm
thick for dado and skirting in requied position
with ready made adhesive mortar of
approved quality on plaster of 1:2 cement
mortar including joints filling with white/ colour
cement slurry, cleaning, curring complete.
86.52 Ground Floor - 872.00 Sqm 75445.44 Rupees Eight Hundred SeventyTwo Only Bd-M.13, P.
No.386
RA
36 Providing and Antiskid tiles of approved
quality of company Kajaria/nitco/asian or
equivalent make of size 30 cm x 30cm and to
IS 15,622-2,006 ( Group-BIIA) for antiskid flooring
in required position laid on a bed of 1:4
cement motar including cement float, filling
joint with cement slurry cleaning curing
complete.
19.20 Ground Floor - 665.00 Sqm 12768.00 Rupees Six Hundred SixtyFive Only Bd-M.12, RA
37 Providing and laying polished Granite stone
slab of approved colour and 16mm to 20mm
thick for treads and risers of steps and
staircases, with rounded nosing for the treads
on a bed of 1:4 cement mortar including
cement float, filling joints with neat cement
slurry, curing, and cleaning complete. (Prior
permission of SE shall be obtained before
inclusion of this item in the estimate) Additional
item : As directed by engineer in charge.
23.34 Ground Floor - 3260.00 Sqm 76078.62 Rupees Three Thousand Two Hundred
Sixty Only
Bd-M.22, P.
No.390
RA
Page 11 of 25
38 Providing sills of polished Granite of approved
colour stone and 16mm to 20mm thick of
approved quality vein and colour with
machine polished surface on a bed of Cement
Mortar 1:4 including neat cement float filling
joints with neat cement slurry to match the
colour of the slabs curing, rounding edges and
cleaning etc. complete. (Prior permission of SE
shall be obtained before inclusion of this item
in the estimate) Additional item : As directed
by engineer in charge.
23.67 Ground Floor - 3260.00 Sqm 77164.20 Rupees Three Thousand Two Hundred
Sixty Only
Bd-M.35, P.
No.393
RA
39 Supplying and fixing in position anodized
extruded modular aluminium section Three
Track sliding windows mounted on rectangular
frame of size 100 x 50x 2.80mm thick (2.183
kg/Rmt.) made up of three track drain bottom
section of size92 x 31 x 1.1mm thick (0.911
kg/Rmt.) and top and sides sections of size 92 x
45 x 1.5mm thick (1.284 kg/Rmt.). The shutter
should be of bearing bottom of size 40 x 18 x
1.2mm thick (0.417 kg/Rmt.) top member of
size 40 x 18 x 1.20mm thick (0.475 kg/Rmt.)
Interlocking section size of 43 x 27 x 1.30mm
thick (0.558 kg/Rmt.) and handle section of size
43 x 18 x 1.30mm thick (0.424 kg/Rmt.) selected
quality 5.5mm thick clear glass to be fixed in
shutter with neoprene gasket with approved
quality PVC rollers necessary locks handles PVC
lining and wooden encasement wherever
necessary etc. complete as directed by
Engineer in charge.
10.80 Ground Floor - 4435.00 Sqm 47898.00 Rupees Four Thousand Four Hundred
ThirtyFive Only
,424/113 As Directed by
Engineer in
charge
Page 12 of 25
40 Providing and fixing in position aluminium
louvered windows/ ventilators (IS std.) of
various sizes with powder coating as per
detailed drawings and specifications including
aluminium frames 80 x 38 mm box type 5 mm
thick sheet glass louvers, clips / rubber plain
P.V.C.. gaskets of approved quality etc.
complete.. (Sample to be got approved from
Ex. Engineer before use)
1.80 Ground Floor - 2840.00 Sqm 5112.00 Rupees Two Thousand Eight Hundred
Fourty Only
,444/119 As Directed by
Engineer in
charge
41 Providing and fixing mild steel grill work for
windows, ventilators weighing 20.00 kg per
Sq.M. as per drawing, including necessary
fixtures, welding and painting with one coat of
anti-corrosive paint etc. complete.
12.60 Ground Floor - 1584.00 Sqm 19958.40 Rupees One Thousand Five Hundred
EightyFour Only
Bd-U.1, P.
No.537
,407/125
42 Providing and fixing 900mm high S.S.304 Grade
Stainless steel railing with 40 mm diameter and
1.5 mm thick at top,40mm diameter and
1.5mm thick vertical supports spaced at 3.3m
center to center and two pipes of 12mm
diameter fixed horizontally including
fabricating ,fixtures, errecting , necessary
welding , griding , finishing, buffing to stainless
steel pipe etc. complete.
11.04 Ground Floor - 3958.00 Rmt 43696.32 Rupees Three Thousand Nine Hundred
FiftyEight Only
,759/175 As Directed by
Engineer in
charge
Page 13 of 25
43 Providing and fixing single leaf pannelled door
shutter without fanlight and shutter 35mm thick
as per drawing consisting of Ghana T.W. top
rail size 100 x 35mm and bottom and lock rail
200 x 35mm insert pannel 12mm thick
commercial playfaced T.W. partical board
with phenol formaldehyde synthetic resin
(Generally confirming to ISI 3097) excluding
frame including iron oxidised fixture fastening
and T.W. beading at junction of pannels inserts
and as instructed by the Engineer in charge
including 3 coats of oil painting etc. complete.
9.45 Ground Floor - 5715.00 Sqm 54006.75 Rupees Five Thousand Seven Hundred
Fifteen Only
Bd-T.34, P.
No.499
,397/106
44 Providing and fixing country teak wood double
leaf 2nd class partly paneled and partly glazed
door without ventilator/ fanlight, as per
detailed drawings, including iron oxidised
fixtures and fastening and finishing the wood
work with one coat of primer (excluding door
frame) complete.
2.52 Ground Floor - 3434.00 Sqm 8653.68 Rupees Three Thousand Four Hundred
ThirtyFour Only
Bd-T.34, P.
No.499
,458/122
45 Providing and fixing M-40 grade thick vibrated
pull cast or similar type concrete frame with
chamfer conforming to I.S. 6524-1983 having 6
mm dia bars 3 Nos. And strips @250 mm c/c
and fixing in wall with 6 Nos. of hold fast of 12
mm dia bars 500 mm long including primer and
oil painting etc, complete) frame size 60 mm x
125 mm Spec. No.: As directed by engineer-in-
charge.
12.00 Ground floor - 563.00 Rmt 6756.00 Rupees Five Hundred SixtyThree Only ,437/117 As Directed by
Engineer in
charge
Page 14 of 25
46 Providing and fixing Frame with/without
ventilator of size as specified with Non teak
wood for doors & windows including
chamfering, rounding, rebating iron hold fast
size 300mm x 40mm x 5mm with oil painting,
etc. complete.
0.20 Ground floor - 48850.00 Cu.m. 9617.34 Rupees FourtyEight Thousand Eight
Hundred Fifty Only
,391/105 As Directed by
Engineer in
charge
47 Providing and fixing 29 mm thick factory made
PVC rigid foam panelled door shutters
manufactured by M/s Rajshri or equivalent
made from MS tube of 19 guage thickness size
19 mm x 19 mm for styles and 15 mm x 15 mm
for top and bottom rails, covered with heat
moulded PVC “C” channel of 5 mm thick sheet
and 30 mm x 50 mm wide to form styles and 5
mm thick and 75 mm wide PVC sheet for top
rail, lock rail and bottom rail on either side and
5 mm thick, 20 mm wide cross PVC sheet as
gap insert for top rail and bottom rail panelling
of 5 mm thick PVC sheet fitted in the M.S.
frame welded/sealed to the styles and rails
with 5 mm x 30 mm PVC sheet beading on
either side and joined together with solvent
cement adhesive etc. complete as per
manufacturer’s specification and direction of
Engineer in charge fixed to the frames with
stainless steel hinges of 75 mm size, stailness
steel tower bolt 100 mm size, stainless steel
handles 100 mm size including all material,
labour, machinery etc. complete (For WC,
bath shutters) (The
item is exclusive of door frame)
Spec.: As directed by Engineer-in-charge.
Page 15 of 25
9.45 Ground Floor - 3580.00 Sqm 33831.00 Rupees Three Thousand Five Hundred
Eighty Only
,427/115 As Directed by
Engineer in
charge
48 Providing & laying in trenches ______ medium
grade having embossed as ISI mark galvanised
iron pipes of ______ with necessary fitting,
remaking good the demolished portion with
fitting trenches and with primer of anti
corrosive oil paint, 2 coats tc. complete.
Ground Floor -
15.00 15 mm GI Pipe - 165.00 Rmt 2475.00 Rupees One Hundred SixtyFive Only Bd-V.5, P.
No.551
,491-496/129-
130
5.00 20 mm GI Pipe - 191.00 Rmt 955.00 Rupees One Hundred NinetyOne Only Bd-V.5, P.
No.551
,491-496/129-
130
15.00 25 mm GI Pipe - 252.00 Rmt 3780.00 Rupees Two Hundred FiftyTwo Only Bd-V.5, P.
No.551
,491-496/129-
130
5.00 32 mm GI Pipe - 321.00 Rmt 1605.00 Rupees Three Hundred TwentyOne Only Bd-V.5, P.
No.551
,491-496/129-
130
5.00 40 mm GI Pipe - 378.00 Rmt 1890.00 Rupees Three Hundred SeventyEight
Only
Bd-V.5, P.
No.551
,491-496/129-
130
5.00 50 mm GI Pipe - 471.00 Rmt 2355.00 Rupees Four Hundred SeventyOne Only Bd-V.5, P.
No.551
,491-496/129-
130
49 Providing & fixing on walls / Ceiling / floors
_________ heavy grade having embossed as ISI
mark galvanised iron pipes with necessary
fitting, remaking good the demolished portion
and applying primer of anti corrosive oil paint,
2 coats tc. complete.
Ground Floor -
15.00 15 mm GI Pipe - 195.00 Rmt 2925.00 Rupees One Hundred NinetyFive Only Bd-V.5, P.
No.551
,478-488/128-
129
Page 16 of 25
5.00 20 mm GI Pipe - 210.00 Rmt 1050.00 Rupees Two Hundred Ten Only Bd-V.5, P.
No.551
,478-488/128-
129
15.00 25 mm GI Pipe - 266.00 Rmt 3990.00 Rupees Two Hundred SixtySix Only Bd-V.5, P.
No.551
,478-488/128-
129
5.00 32 mm GI Pipe - 365.00 Rmt 1825.00 Rupees Three Hundred SixtyFive Only Bd-V.5, P.
No.551
,478-488/128-
129
5.00 40 mm GI Pipe - 393.00 Rmt 1965.00 Rupees Three Hundred NinetyThree
Only
Bd-V.5, P.
No.551
,478-488/128-
129
5.00 50 mm GI Pipe - 476.00 Rmt 2380.00 Rupees Four Hundred SeventySix Only Bd-V.5, P.
No.551
,478-488/128-
129
50 Providing and fixing ____ screw down wheeled
stop tap of brass including necessary sockets /
union nut, testing etc. complete.
Ground Floor -
2.00 25mm - 404.00 No 808.00 Rupees Four Hundred Four Only Bd-V.9, P.
No.555
,511/132
First Floor -
1.00 50mm - 722.00 No 722.00 Rupees Seven Hundred TwentyTwo Only Bd-V.9, P.
No.555
,514/132
51 Providing and fixing C.P. Pillar cock long neck
with aerator jaquar make continental ( CAT.
No. Con-021) or equivalent including
necessary sockets / union nut etc. complete.
4.00 Ground Floor - 1168.00 No 4672.00 Rupees One Thousand One Hundred
SixtyEight Only
,613/148 As Directed by
Engineer in
charge
Page 17 of 25
52 Providing ad fixing coloured glazed
earthenware full stall type Urinal without
flushing cistern with inlet pipes, UPVC flush
pipe, stop tap 32 mm dia. with fittings, UPVC
soil pipe, UPVC trap and soil pipe connection
upto the outside face of the wall, making
good to damaged surface, testing etc.
complete. (Prior approval of sample and
brand by Ex. Engineer is necessary before use)
Spec. No. : Bd.V.23 Page No. 562
2.00 Ground Floor - 4245.00 Nos 8490.00 Rupees Four Thousand Two Hundred
FourtyFive Only
Bd-V.23, P.
No.562
,522/133
53 Providing and fixing machine cut mirror
polished 18 mm to 20 mm thick telephone
black/ Amba White/Cat bary brown/ RBI red/
Ocean Brown granite stone partition with
rounding the edges etc. complete. Both Side
Polish
2.70 Ground Floor - 3260.00 Sq.Mt. 8802.00 Rupees Three Thousand Two Hundred
Sixty Only
Bd-M.35 RA
Page 18 of 25
54 Providing and fixing 100 mm dia chromium
plated brass shower rose to 15mm dia supply
pipe including necessary bend and socket
complete.
4.00 Ground Floor - 310.00 No 1240.00 Rupees Three Hundred Ten Only Bd-V.12, P.
No.556
,517/133
55 Providing and fixing C.P. Wall mixer with
provision for overhead shower with 115mm
long bend pipe & wall flange jaquar make
continental ( CAT. No. Con-273 UPR) or
equivalent including necessary sockets / union
nut etc. complete.
4.00 Ground Floor - 3756.00 No 15024.00 Rupees Three Thousand Seven Hundred
FiftySix Only
,612/147 As Directed by
Engineer in
charge
56 Providing and fixing screw down 15 mm dia.
Sink Cock with flange for cold water of brass
including necessary socket union nut, testing
etc. complete. (Prior approval of sample and
brand by Executive Engineer is necessary
before use) Make Sharp with extended
swinging spout with wall flange.
2.00 Ground Floor - 1606.00 No 3212.00 Rupees One Thousand Six Hundred Six
Only
,615/148 As Directed by
Engineer in
charge
57 Providing and fixing Bib Cock with wall flange
jaquar make continental ( CAT No. Con 047) or
eqivalant including including necessary
sockets/union nut etc. complete.
4.00 Ground Floor - 929.00 No 3716.00 Rupees Nine Hundred TwentyNine Only ,617/148 As Directed by
Engineer in
charge
Page 19 of 25
58 Providing and fixing European type white
glazed earthenware coupled closet
symphonic trap with symphonic low level white
glazed 10 liters cistern with black backlite seat
with all necessary pipe connection etc.
complete.
4.00 Ground Floor - 3130.00 No 12520.00 Rupees Three Thousand One Hundred
Thirty Only
,638/152 As Directed by
Engineer in
charge
59 Providing and fixing White glazed earthenware
wash Hand Basin of 55cm x 40 cm size
including cold water piller tap / cold and hot
water piller tap bracket, rubber plugs and
brass chain, stop tap and necessary pipe
connections including PVC water pipe waste
pipe and trap up to the outside face of the
wall.
4.00 Ground Floor - 2558.00 No 10232.00 Rupees Two Thousand Five Hundred
FiftyEight Only
Bd-V.30, P.
No.565
,527/134
60 Providing and fixing 10cm P.V.C. Nahani Trap
with grating etc. complete.
4.00 Ground Floor - 650.00 No 2600.00 Rupees Six Hundred Fifty Only ,533/135 As Directed by
Engineer in
charge
61 Providing and fixing 110mm dia PVC Rain
water pipe with necessary fitting such as
bends, tees, single junctions slotted vent,
clamps etc. complete.
20.00 Ground Floor - 357.00 Rmt 7140.00 Rupees Three Hundred FiftySeven Only ,559/139 As Directed by
Engineer in
charge
Page 20 of 25
62 Providing and fixing _____ mm diameter UPVC
soil / vent / waste SWR pipe of required
diameter conforming to IS-13592, and IS-4985
to withstand continuous internal hydraulic
pressure of 4 kg / cm2 including necessary
fixtures and fittings, such as bends, tees, single
junctions, double junctions and joining with
rubber rings and lurbicants, on wall by means
of clips or in ground including necessary
excavation, laying refilling, trench testing etc.
complete. (Prior approval of sample and
brand by Ex. Engineer is necessary before use)
As Directed by Engineer in charge-
6.00 75 mm dia 310.00 Rmt 1860.00 Rupees Three Hundred Ten Only ,558/139 As Directed by
Engineer in
charge
15.00 110 mm dia 357.00 Rmt 5355.00 Rupees Three Hundred FiftySeven Only 559/139 As Directed by
Engineer in
charge
63 Providing and constructing Brick Masonry
intercepting Chamber ___________including
1:4:8 Cement Concrete foundation, 1:2:4 C.C.
channels / half round glazed stoneware pipe
pipes, brick masonary plastering from inside
and with frame fixed in cement conctete. with
RCC Cover
4.00 60cm x 45 cm x 90 cm 3893.00 No 15572.00 Rupees Three Thousand Eight Hundred
NinetyThree Only
Bd-V.43, P.
No.574
,545/137
64 1.00 Providing and fixing hume pipe septic tank
900mm diameter with vent pipe and cap
including necessary (including excavation and
laying)
6760.00 No 6760.00 Rupees Six Thousand Seven Hundred
Sixty Only
Bd-V.45, P.
No.575
,549/138
Page 21 of 25
66 Providing & laying water proof treatment to
terrace slab with B.B.coba in all position with
an average thickness of 112 mm consisting
specilised materials as per the manufucture
specifications and covering 10 years
guarantee on court fee stamp paper including
all leads, lifts etc complete.v
186.52 Second Floor - 686.00 Sqm 127955.40 Rupees Six Hundred EightySix Only RA As Directed by
Engineer in
charge
67 Providing and fixing 45 cm wide mild steel
ladder of 40mm x 6 mm mild steel flat stringers
and steps of 18 mm dia mild steel bar for water
tank including fixing it in 1:2:4 / M-15 cement
concrete block 60cm x 30cm x 30cm &
painting the ladder with 3 coats of oil painting
etc. complete.
3.50 Second Floor - 545.00 Rmt 1907.50 Rupees Five Hundred FourtyFive Only Bd-V.19, P.
No.559
,520/133
68 2000.00 Providing, & Fixing H.D.P. Container syntex or
alike one piece moulded water tank made out
of heigh density polyethyler and built
corrugated inclusive delivery uo ti distination
housting fixing of accesserries such as inlet,
outlet overflow pipe inclusive of all
8.00 Lit 16000.00 Rupees Eight Only ,585/144 As Directed by
Engineer in
charge
69 145.00 Providing and fixing heavy duty inter locking
concrete rubber mould glossy paving blocks of
80mm thickness of having a strength of 400
kg/sq.cm. of approved quality and shape on a
bed of crushed sand of 25 to 30 mm thick
including skirting joints and cleaning etc.
complete.
750.00 Sqm 108750.00 Rupees Seven Hundred Fifty Only ,262/76 As Directed by
Engineer in
charge
Page 22 of 25
70 247.50 Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-II) by treating
the bottom surface and sides for excavation
clorophyriphoas / lendene at the rate of 5 liters
of emulsion concentrates of 0.5 persent of
Aldrin per Sq.m. of surface area covering 10
years guarantee.
95.00 Sqm 23512.50 Rupees NinetyFive Only ,741/172 As Directed by
Engineer in
charge
71 186.52 Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-II) treatment by
treating the backfill in immedite contact with
foundation at the rate of 7.5 liter of emulsion
concentrates of 0.5 persent of clorophriphas
Hephoclore per Sq.m. of vertical surface area
covering 10 years guarantee.
80.00 Sqm 14921.60 Rupees Eighty Only ,743/172 As Directed by
Engineer in
charge
73 60.00 Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-I) to the soil
along the external face of building by
punching holes of 1.2 of 1.5 cm dia about 30
percent of clorophyriphas 20 E.C. Hephoclore
at the rate of 7.5 liters emulsion concentrates
per holes and sealing the same with proper
filling & covering 10 years guarantee.
12.00 Rmt 720.00 Rupees Twelve Only ,742/172 As Directed by
Engineer in
charge
72 Providing and laying concrete pipe of IS NP
class ____________ in proper line, level and
slope including necessary collars, excavation,
laying, fixing with collars in cement mortar 1:1
and refilling the trench complete.
a 5.00 150 mm 505.00 Rmt 2525.00 Rupees Five Hundred Five Only Bd-V.41, P.
No.573
,540/136
b 10.00 225 mm 560.00 Rmt 5600.00 Rupees Five Hundred Sixty Only Bd-V.41, P.
No.573
,541/136
c 5.00 300 mm 816.00 Rmt 4080.00 Rupees Eight Hundred Sixteen Only Bd-V.41, P.
No.573
,542/136
Page 23 of 25
73 Providing and fixing for 25mm dia water meter
with non return value including stainer,
sockets/ union nut and including water meter
box making locking arrangement and lock. (
Without chambe)
1.00 25 mm dia water meter 4350.00 No 4350.00 Rupees Four Thousand Three Hundred
Fifty Only
Bd-V.7, P.
No.554
,501/131
74 1.00 Providing Soak pit of Size 120cm x 120cm x
120cm inluding excavation and filling with
brick bat
685.00 No 685.00 Rupees Six Hundred EightyFive Only Bd-V.46, P.
No.576
,550/138
75 3.78 Providing and fixing collapsible steel gate in
one / two leaves with hot rolled vertical
channels of 18x*x3mm minium size, crossing of
M.S. flats of size 18x 5mm T or E section for
runner of minium 40 x6mm size for flange, M.S.
flat for top runner of minium size 40x 12mm with
roller wheels confirming to gate F.G. 150 fitted
with snap headed rivets of minium size 6mm
max spacing of vertical channels be 100mm
enclosed gate position and clear space of
150mm between two sets of crossings with hold
fasts, stoppers, spaces, handles locking
arrangement and one coat fo red primer & oil
painting etc. complete
2451.00 Sqm 9264.78 Rupees Two Thousand Four Hundred
FiftyOne Only
Bd-T.57, P.
No.511
,411/110
76 Providing and fixing 450mm x 550mm size
superior type Belgium mirror with 16mm dia.
Nickel plated towel rod. Etc. complete.
4.00 Ground Floor - 407.00 No 1628.00 Rupees Four Hundred Seven Only ,551/138 As Directed by
Engineer in
charge
77 Providing and fixing chromium plated towel
rod 16mm dia and 75 cm in length including all
accessories complete.
4.00 Ground Floor - 170.00 No 680.00 Rupees One Hundred Seventy Only ,562/140 As Directed by
Engineer in
charge
Page 24 of 25
78 Providing and fixing 15cm x 10cm salt glazed
stoneware gully trap in cement concrete 1:4:8
outside the building including connecting
glazed stoneware pipe, brick masonry
chamber with R.C.C. lid and symet grating for
the gully trap testing etc. complete.
2.00 Ground Floor - 672.00 No 1344.00 Rupees Six Hundred SeventyTwo Only ,535/136 As Directed by
Engineer in
charge
3813016.90
Say 3813017.00
Total Estimated cost of Buildings =
Page 25 of 25
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
1 Excavation for foundation in earth, soil of
all types, sand, gravel and soft murum,
including removing the excavated
material up to a distance of 50 m. beyond
the building area & stacking and
spreading as directed, dewatering,
preparing the bed for the foundation and
necessary backfilling, ramming,watering
including shoring and stutting
etc.complete.
18.89 a. Lift upto 1.5 m. 115.00 Cum 2172.70 Rupees One Hundred Fifteen
Only
Bd.A.1, P. No.259 ,1/9
2 Excavation for foundation in hard murum
including removing the excavated
material upto distance of 50 metres
beyond the building area and stacking
and spreading as directed, dewatering,
preparing the bed for the foundation and
necessary backfilling, ramming, watering
including shoring and strutting
etc.complete.
Subwork No-13.
CONSTRUCTION OF ASSOCIATE DEAN BUNGLOW IN THE CAMPUS OF AGRICULTURAL COLLEGE, AT MUKTAINAGAR, DIST. JALGAON FOR
MAHATMA PHULE KRUSHI VIDYAPEETH, RAHURI.
Schedule-BSr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
CIVIL WORK -
BDA - EXCAVATION
ContractorNo. of Corrections
1 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
26.46 a. Lift upto 1.5 m. 132.00 Cum 3492.72 Rupees One Hundred
ThirtyTwo Only
Bd.A.2, P. No. 259 ,5/10
3 Excavation for foundation in soft rock or
old cement or lime masonry foundations
including removing the excavated
materials upto a distance of 50 metres
beyond the building area and stacking as
directed including dewatering, preparing
the bed for the foundation and necessary,
watering including shoring and strutting
etc.complete.
19.85 a. Lift upto 1.5 m 305.00 Cum 6052.73 Rupees Three Hundred Five
Only
Bd.A.4, P. No. 259 ,13/12
4 46.85 Filling in plinth and floors with approved
excavated materials in 15cm to 20cm
layers including watering and compaction
etc. complete.
229.00 Cum 10727.86 Rupees Two Hundred
TwentyNine Only
Bd-A 10, P. No. 262 RA
5 19.78 Filling in plinth and floors with contractor's
Soil's, Sand or murum in 15 cm to 20 cm
layers including watering, compaction
etc. complete.
614.00 Cum 12142.72 Rupees Six Hundred Fourteen
Only
Bd-A 11, P. No. 263 RA
6 19.19 Providing dry trap / granite / quartzite /
gneiss rubble stone soling 15 cm to 20 cm
thick including hand packing and
compacting complete.
702.00 Cum 13474.34 Rupees Seven Hundred Two
Only
Bd-A 11, P. No. 263 RA
BDE - Plain Cement Concrete
ContractorNo. of Corrections
2 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
7 18.59 Providing and laying in situ cement
concrete in 1:3:6 of trap / granite /
quartzite / gneiss metal for foundation
and bedding including bailing-out water
manually formwork, compacting,
covering newly laid concrete by gunny
bag, plastic or tarpaulin, curing etc.
complete.(Wooden planks/ shuttering will
not be allowed)
4089.00 Cum 76021.43 Rupees Four Thousand
EightyNine Only
Bd-E.1, P. No.287 RA
8 8.75 Providing and laying in situ cement
concrete of M20 grade of trap / granite /
quartzite / gneiss metal for R.C.C. work in
foundations like raft, Strip foundations,
grillage and and footings of R.C.C.
columns and steel stanchions etc.
including bailing-out water formwork,
cover blocks, compaction and curing
roughening the surface if special finish is to
provide ( Excluding reinforcement and
structural steel ) complete.
4988.00 Cum 43635.02 Rupees Four Thousand Nine
Hundred EightyEight Only
Bd-F.3, P. No.298 & B.7,
P.No. 38RA
9 Providing and casting in situ cement
concrete of M20 grade of trap granite /
quartzite / gneiss metal for R.C.C. columns
as per detailed designs and drawings or
as directed including centering, formwork,
cover blocks, compaction and curing
roughening the surface if special finish is to
provide ( Excluding reinforcement and
structural steel ) complete.
6.54 Ground Floor - 7178.00 Cum 46921.37 Rupees Seven Thousand One
Hundred SeventyEight Only
Bd-F.5, P. No.300 & B.7,
P.No. 38RA
BDF - Reinforced Cement Concrete
ContractorNo. of Corrections
3 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
2.50 Fisrt Floor - 7250.00 Cum 18157.41 Rupees Seven Thousand Two
Hundred Fifty Only
Bd-F.5, P. No.300 & B.7,
P.No. 38Add 1% for lift
charges
1.31 Second Floor - 7322.00 Cum 9594.09 Rupees Seven Thousand
Three Hundred TwentyTwo
Only
Bd-F.5, P. No.300 & B.7,
P.No. 38Add 1% for lift
charges
10 Providing and casting in situ cement
concrete of M20 grade of trap granite /
quartzite / gneiss metal for R.C.C. beams
and lintels as per detailed designs and
drawings or as directed including
centering, formwork, cover blocks,
compaction and curing roughening the
surface if special finish is to provide (
Excluding reinforcement and structural
steel ) complete.
18.42 Ground Floor - 7253.00 133600.50 Rupees Seven Thousand Two
Hundred FiftyThree Only
Bd-F.6, P. No.300 & B.7,
P.No. 38RA
3.87 First Floor - 7326.00 28374.34 Rupees Seven Thousand
Three Hundred TwentySix
Only
Bd-F.6, P. No.300 & B.7,
P.No. 38Add 1% for lift
charges
1.03 Second Floor - 7398.00 7623.31 Rupees Seven Thousand
Three Hundred NinetyEight
Only
Bd-F.6, P. No.300 & B.7,
P.No. 38Add 1% for lift
charges
11 Providing and casting in situ cement
concrete of M20 gade of trap granite /
quartzite / gneiss metal for R.C.C. slabs
and landings canopy waist slab with steps
as per detailed designs and drawings or
as directed including centering, formwork,
cover blocks, compaction and curing
roughening the surface if special finish is to
provide ( Excluding reinforcement and
structural steel ) complete.
11.93 Ground Floor - 7518.00 Cum 89695.47 Rupees Seven Thousand Five
Hundred Eighteen Only
Bd-F.8, P. No.302 & B.7,
P.No. 38RA
ContractorNo. of Corrections
4 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
5.87 First Floor - 7593.00 Cum 44607.82 Rupees Seven Thousand Five
Hundred NinetyThree Only
Bd-F.8, P. No.302 & B.7,
P.No. 38Add 1% for lift
charges
1.02 Second Floor - 7668.00 7823.62 Rupees Seven Thousand Six
Hundred SixtyEight Only
Bd-F.8, P. No.302 & B.7,
P.No. 38Add 1% for lift
charges
12 Providing and casting in situ cement
concrete of M20 grade of trap granite /
quartzite / gneiss metal for R.C.C. chhajja
as per detailed designs and drawings or
as directed including centering, formwork,
cover blocks, compaction and curing
roughening the surface if special finish is to
provide ( Excluding reinforcement and
structural steel ) complete.
0.97 Ground Floor - 7518.00 Cum 7299.38 Rupees Seven Thousand Five
Hundred Eighteen Only
Bd-F.9, P. No.303 & B.7,
P.No. 38RA
0.43 First Floor - 7593.00 Cum 3229.61 Rupees Seven Thousand Five
Hundred NinetyThree Only
Bd-F.9, P. No.303 & B.7,
P.No. 38Add 1% for lift
charges
0.16 Second Floor - 7668.00 1250.50 Rupees Seven Thousand Six
Hundred SixtyEight Only
Bd-F.9, P. No.303 & B.7,
P.No. 38Add 1% for lift
charges
13 Providing and casting in situ cement
concrete of M20 grade of trap granite /
quartzite / gneiss metal for R.C.C. pardi
upto 75mm thick including centering,
formwork, cover block, compaction and
curing roughening the surface if special
finish is to provide ( Excluding
reinforcement and structural steel )
complete.
0.37 Ground Floor - 9116.00 Cum 3384.32 Rupees Nine Thousand One
Hundred Sixteen Only
Bd-F.11, P. No.304 &
B.7, P.No. 38RA
0.37 First Floor - 9207.00 Cum 3418.10 Rupees Nine Thousand Two
Hundred Seven Only
Bd-F.11, P. No.304 &
B.7, P.No. 38Add 1% for lift
charges
ContractorNo. of Corrections
5 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
0.37 Second Floor - 9298.00 Cum 3451.88 Rupees Nine Thousand Two
Hundred NinetyEight Only
Bd-F.11, P. No.304 &
B.7, P.No. 38Add 1% for lift
charges
14 Pro.& casting in situ cement concrete of M-
20 grade of trap granite / quartzite /
gneiss metal for R.C.C. coping to Plinth or
Parapet and sill of doors and windows
moulded as per detailed drawings or
chamfered as per approved by the
engineer including centering, formwork,
cover blocks, compacting and
roughening them if special finish is to be
provided and curing complete. (
Excluding reinforcement ).
0.00 Ground Floor - 5016.00 Cum 0.00 Rupees Five Thousand
Sixteen Only
Bd-F.12, P. No.304 &
B.7, P.No. 38RA
0.67 First Floor - 5066.00 Cum 3399.88 Rupees Five Thousand
SixtySix Only
Bd-F.12, P. No.304 &
B.7, P.No. 38Add 1% for lift
charges
0.48 Second Floor - 5116.00 Cum 2470.32 Rupees Five Thousand One
Hundred Sixteen Only
Bd-F.12, P. No.304 &
B.7, P.No. 38Add 1% for lift
charges
15 Providing and fixing in position TMT-FE-500
reinforcement of various diameters for
R.C.C. pile caps, footings, foundations,
slabs, beams columns, canopies,
staircase, newels, chajjas, lintels pardis,
copings, fins, arches etc. as per detailed
designs, derwing and schedules including
cutting, bending hooking the bars,
binding with wires or tack welding and
supporting as requried complete.
8.24 Ground Floor - 53834.00 MT 443756.99 Rupees FiftyThree Thousand
Eight Hundred ThirtyFour Only
Bd-F.17, P. No.306 ,130/43
ContractorNo. of Corrections
6 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
2.72 First Floor - 54372.00 MT 148078.81 Rupees FiftyFour Thousand
Three Hundred SeventyTwo
Only
Bd-F.17, P. No.306 Add 1% for lift
charges
1.92 Second Floor - 54910.00 MT 105414.71 Rupees FiftyFour Thousand
Nine Hundred Ten Only
Bd-F.17, P. No.306 Add 1% for lift
charges
0.26 Third Floor - 55449.00 MT 14284.43 Rupees FiftyFive Thousand
Four Hundred FourtyNine Only
Bd-F.17, P. No.306 Add 1% for lift
charges
16 7.15 Providing Second Class Burnt Bricks
masonry with conventional / I.S. type
bricks in cement mortar 1:6 in foundations
and plinth of inner walls / in plinth of
external walls including bailing-out water
manually, striking joints on unexposed
faces, raking out joints on exposed faces
and watering complete.
6170.00 Cum 44120.52 Rupees Six Thousand One
Hundred Seventy Only
Bd-G.1, P. No.313 RA
17 Providing Second Class Burnt Bricks
masonry with conventional IS. Type brick in
cement mortar 1:6 bricks in superstructure
including striking joints, raking out joints,
watering and scaffolding complete.
26.36 Ground Floor - 6370.00 Cum 167926.45 Rupees Six Thousand Three
Hundred Seventy Only
Bd-G.5, P. No.315 RA
11.18 First Floor - 6434.00 Cum 71945.62 Rupees Six Thousand Four
Hundred ThirtyFour Only
Bd-G.5, P. No.315 Add 1% for lift
charges
4.99 Second Floor - 6497.00 Cum 32404.53 Rupees Six Thousand Four
Hundred NinetySeven Only
Bd-G.5, P. No.315 Add 1% for lift
charges
BDG - Brick work
ContractorNo. of Corrections
7 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
18 Providing Second class Burnt Brick
masonary with conventional / I.s. type
bricks in cement mortar 1:4 in half brick
thick wall including mild steel longitudinal
reinforcement of 2 bars of 6 mm diameter
/ 2 hoop iron strips 25 mm X 1.6 mm at
every third course, properly bent and
bounded at ends scaffolding, raking out
joints and watering complete.
17.76 Ground Floor - 916.00 SQM 16267.90 Rupees Nine Hundred Sixteen
Only
Bd-G.7, P. No.316 RA
5.42 First Floor - 925.00 SQM 5010.00 Rupees Nine Hundred
TwentyFive Only
Bd-G.7, P. No.316 Add 1% for lift
charges
19 Providing & laying water proof treatment
to terrace slab with B.B.coba in all position
with an average thickness of 112 mm
consisting specilised materials as per the
manufucture specifications and covering
10 years guarantee on court fee stamp
paper including all leads, lifts etc
complete.v
61.54 First Floor - 683.00 Sqm 42030.44 Rupees Six Hundred
EightyThree Only RA
15.98 Second Floor - 686.00 Sqm 10963.91 Rupees Six Hundred EightySix
Only Add 1% for lift
charges
8.50 Third Floor - 697.00 Sqm 5926.21 Rupees Six Hundred
NinetySeven Only Add 1% for lift
charges
20 Providing water proof bedding for flooring
of Bath and WC 25 mm thick in C.M.1:3
including using 1 kg of water proof
compound per bag of cement including
levelling, curing etc. complete.
BDJ - WATER PROOFING
ContractorNo. of Corrections
8 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
10.59 First Floor - 301.00 Sqm 3186.86 Rupees Three Hundred One
Only RA As Directed
by Engineer
in charge
5.21 Second Floor - 304.00 Sqm 1584.83 Rupees Three Hundred Four
Only Add 1% for lift
charges
As Directed
by Engineer
in charge
ContractorNo. of Corrections
9 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
21 Providing internal cement plaster 12mm
thick in a single coat in cement mortar 1:4
without neeru finish to concrete surface in
all positions including scaffolding and
curing etc. complete.
79.30 Ground Floor - 152.00 Cum 12054.29 Rupees One Hundred
FiftyTwo Only
Bd-L.1, P. No.367 RA
30.56 First Floor - 154.00 Cum 4706.45 Rupees One Hundred
FiftyFour Only
Bd-L.1, P. No.367 Add 1% for lift
charges
17.00 Second Floor - 155.00 Cum 2635.76 Rupees One Hundred
FiftyFive Only
Bd-L.1, P. No.367 Add 1% for lift
charges
22 Providing neeru finish to plastered surfaces
in a all position including scaffolding and
curing complete.
79.30 Ground Floor - 27.00 Cum 2141.22 Rupees TwentySeven Only Bd-L.10, P. No.370 ,197/62
30.56 First Floor - 27.27 Cum 833.41 Rupees TwentySeven Paise
TwentySeven Only
Bd-L.10, P. No.370 Add 1% for lift
charges
17.00 Second Floor - 27.54 Cum 468.32 Rupees TwentySeven Paise
FiftyFour Only
Bd-L.10, P. No.370 Add 1% for lift
charges
23 Providing internal cement plaster 20mm
thick in two coat in cement mortar 1:4
without neeru finish to concrete or brick
surfaces, in all positions including
scaffolding, and curing complete.
127.63 Ground Floor - 212.00 Cum 27058.32 Rupees Two Hundred Twelve
Only
Bd-L.2, P. No.368 RA
43.95 First Floor - 214.00 Cum 9405.09 Rupees Two Hundred
Fourteen Only
Bd-L.2, P. No.368 Add 1% for lift
charges
13.71 Second Floor - 216.00 Cum 2961.94 Rupees Two Hundred Sixteen
Only
Bd-L.2, P. No.368 Add 1% for lift
charges
24 Providing neeru finish to plastered surfaces
in a all position including scaffolding and
curing complete.
127.63 Ground Floor - 27.00 Cum 3446.11 Rupees TwentySeven Only Bd-L.10, P. No.370 ,197/62
BDL - Plastering & Pointing
ContractorNo. of Corrections
10 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
43.95 First Floor - 27.27 Cum 1198.49 Rupees TwentySeven Paise
TwentySeven Only
Bd-L.10, P. No.370 Add 1% for lift
charges
13.71 Second Floor - 27.54 Cum 377.65 Rupees TwentySeven Paise
FiftyFour Only
Bd-L.10, P. No.370 Add 1% for lift
charges
25 Providing sand faced plaster externally in
cement mortar using approved Screened
sand in all positions including base coat of
15mm thick in C.M. 1:4 using
waterproofing compound at 1kg.per
cement bag, curing the same for not less
than 2 days and keeping the surface of
the base coat rough to receive the sand
faced treatment 6 to 8mm thick in C.M.
1:4, finishing the surface by taking out
grains and curing for fourteen days,
scaffolding etc. complete.
187.76 Ground Floor - 324.00 Sqm 60832.84 Rupees Three Hundred
TwentyFour Only
Bd-L.7, P. No.369 RA
121.15 First Floor - 327.00 Sqm 39614.53 Rupees Three Hundred
TwentySeven Only
Bd-L.7, P. No.369 Add 1% for lift
charges
39.34 Second Floor - 330.00 Sqm 12983.55 Rupees Three Hundred Thirty
Only
Bd-L.7, P. No.369 Add 1% for lift
charges
26 Providing and fixing about 30cm width
chicken mesh of 24 gauge at the junction
of 2 different surface of different material
component at the of plastering to prevent
cracking in plaster surface as and where
directed at all floors with all leads and lifts
etc. complete
73.76 Ground Floor - 89.00 Cum 6564.60 Rupees EightyNine Only ,208/64 As Directed
by Engineer
in charge
9.55 First Floor - 89.89 Cum 858.79 Rupees EightyNine Paise
EightyNine Only Add 1% for lift
charges
As Directed
by Engineer
in charge
ContractorNo. of Corrections
11 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
3.60 Second Floor - 91.00 Cum 327.71 Rupees NinetyOne Only Add 1% for lift
charges
As Directed
by Engineer
in charge
27 Providing patti on plastered surface 12
mm to 15 mm thick in c.m. 1:3 in line and
level including neat finishing, scaffolding,
curing etc. complete.
Ground Floor -
20.00 75 mm wide 21.00 Rmt 420.00 Rupees TwentyOne Only ,205/63 As Directed
by Engineer
in charge
20.00 100 mm wide 27.00 Rmt 540.00 Rupees TwentySeven Only ,206/64 As Directed
by Engineer
in charge
20.00 150 mm wide 40.00 Rmt 800.00 Rupees Fourty Only ,207/65 As Directed
by Engineer
in charge
First Floor -
10.00 75 mm wide 21.21 Rmt 212.10 Rupees TwentyOne Paise
TwentyOne Only Add 1% for lift
charges
As Directed
by Engineer
in charge
10.00 100 mm wide 27.27 Rmt 272.70 Rupees TwentySeven Paise
TwentySeven Only Add 1% for lift
charges
As Directed
by Engineer
in charge
10.00 150 mm wide 40.40 Rmt 404.00 Rupees Fourty Paise Fourty
Only Add 1% for lift
charges
As Directed
by Engineer
in charge
Second Floor -
5.00 75 mm wide 21.42 Rmt 107.10 Rupees TwentyOne Paise
FourtyTwo Only Add 1% for lift
charges
As Directed
by Engineer
in charge
5.00 100 mm wide 27.54 Rmt 137.70 Rupees TwentySeven Paise
FiftyFour Only Add 1% for lift
charges
As Directed
by Engineer
in charge
5.00 150 mm wide 40.80 Rmt 204.00 Rupees Fourty Paise Eighty
Only Add 1% for lift
charges
As Directed
by Engineer
in charge
ContractorNo. of Corrections
12 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
29 labour charges for providing groove in
extrnal plaster having wdith of 2.5 c.m.
and spaced at a distence of 45c.m. etc.
completein charge.
15.05 Ground Floor - 21.00 Rmt 316.08 Rupees TwentyOne Only ,204/63 As Directed
by Engineer
in charge
5.38 First Floor - 21.21 Rmt 114.04 Rupees TwentyOne Paise
TwentyOne Only Add 1% for lift
charges
As Directed
by Engineer
in charge
7.61 Second Floor - 21.42 Rmt 163.01 Rupees TwentyOne Paise
FourtyTwo Only Add 1% for lift
charges
As Directed
by Engineer
in charge
30 Providing and laying Ceramic tiles of
Kajaria / Nitco / Asian or equivalent make
having sizes 30cm x 45cm approved
quality and size 7 mm thick for dado and
skirting in requied position with ready
made adhesive mortar of approved
quality on plaster of 1:2 cement mortar
including joints filling with white/ colour
cement slurry, cleaning, curring complete.
44.74 Ground Floor - 872.00 Sqm 39012.22 Rupees Eight Hundred
SeventyTwo Only
Bd-M.13, P. No.386 RA
16.45 First Floor - 881.00 Sqm 14495.97 Rupees Eight Hundred
EightyOne Only
Bd-M.13, P. No.386 Add 1% for lift
charges
BDM - PAVING, FLOORING & DADO
ContractorNo. of Corrections
13 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
31 Providing and fixing machine cut polished
18mm to 20mm thick telephone black /
Amba White / Cat bary brown / RBI red /
Ocean Brown granite stone for treads and
resers of steps and staircase of approved
colour and shade with rounded moulding
and three grooved line for the treads on
bed of 1:4 cement mortar including float
silling joints with neat cement slurry curing
polishing and cleaning etc. complete.
7.98 Ground Floor - 3260.00 Sqm 26014.80 Rupees Three Thousand Two
Hundred Sixty Only
Bd-M.22, P. No.390 RA
7.98 First Floor - 3292.00 Sqm 26270.16 Rupees Three Thousand Two
Hundred NinetyTwo Only
Bd-M.22, P. No.390 Add 1% for lift
charges
32 Providing and fixing machine cut mirror
polished 18mm to 20mm thick telephone
black / Amba white/ cat barry brown / RBI
red / Ocean brown granite stone partition
with moulding the edges etc. complete.
2.25 Ground Floor - 3260.00 Sqm 7335.00 Rupees Three Thousand Two
Hundred Sixty Only
Bd-M.35, P. No.393 RA
33 Providing and Preparing kitchen otta
made up from 30mm thick and 75mm cm
width one side polished kadappa top
75cm heigh vertical support for kadappa
at 1m. c/c of 25mm thick both side
polished kadappa middel shelf and
bottom of 20mm thick one side polished
kadappa with facia patti of 20 x 50mm
kadappa including all material labour
cutting fixing with cement mortar and
araldite curing polished and cleaning etc.
complete.
2.27 Ground Floor - 2379.00 Sqm 5390.22 Rupees Two Thousand Three
Hundred SeventyNine Only
Bd-M.35, P. No.393 ,248/73
ContractorNo. of Corrections
14 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
34 Providing and laying Vitrified Mirror /
glossy finish tiles of Kajaria / Nitco / Asian /
Coral or equivalent make having size
590mm to 605mm x 590mm to 605mm of 8
to 10mm thickness and confirming to IS 15,
622 - 2, 006 ( Group Bla) of approved
make, shade and pattern for flooring in
required position laid on a bed of 1:4
cement mortar including neat cement
float, filling joints, curing and cleaning etc.
complete. Rustic Matt Finish
66.11 Ground Floor - 800.00 Sqm 52890.45 Rupees Eight Hundred Only Bd-M.12, P. No.385 RA
16.89 First Floor - 808.00 Sqm 13643.22 Rupees Eight Hundred Eight
Only
Bd-M.12, P. No.385 Add 1% for lift
charges
2.57 Second Floor - 816.00 Sqm 2093.36 Rupees Eight Hundred
Sixteen Only
Bd-M.12, P. No.385 Add 1% for lift
charges
35 Providing and laying Vitrified Mirror / glossy
finish tiles of Kajaria / Nitco / Asian / Coral
or equivalent make having size 590mm to
605mm x 590mm to 605mm of 8 to 10mm
thickness and confirming to IS 15, 622 - 2,
006 ( Group Bla) of approved make,
shade and pattern for Skirting in required
position laid on a bed of 1:4 cement
mortar including neat cement float, filling
joints, curing and cleaning etc. complete.
Rustic Matt Finish
8.00 Ground Floor - 880.00 Sqm 7037.18 Rupees Eight Hundred Eighty
Only
Bd-M.12, P. No.385 RA
2.47 First Floor - 889.00 Sqm 2194.32 Rupees Eight Hundred
EightyNine Only
Bd-M.12, P. No.385 Add 1% for lift
charges
ContractorNo. of Corrections
15 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
36 15.09 Providing and fixing heavy duty inter
locking concrete rubber mould glossy
paving blocks of 80mm thickness of
having a strength of 400 kg/sq.cm. of
approved quality and shape on a bed of
crushed sand of 25 to 30 mm thick
including skirting joints and cleaning etc.
complete.h
750.00 Sqm 11315.47 Rupees Seven Hundred Fifty
Only ,262/76 As Directed
by Engineer
in charge
37 Providing and Antiskid tiles of approved
quality of company Kajaria/nitco/asian or
equivalent make of size 30 cm x 30cm
and to IS 15,622-2,006 ( Group-BIIA) for
antiskid flooring in required position laid on
a bed of 1:4 cement motar including
cement float, filling joint with cement slurry
cleaning curing complete.
5.69 Ground Floor - 665.00 Sqm 3782.70 Rupees Six Hundred SixtyFive
Only
Bd-M.12, RA
2.77 First Floor - 672.00 Sqm 1858.79 Rupees Six Hundred
SeventyTwo Only
Bd-M.12, Add 1% for lift
charges
38 Providing and Laying Telephone black /
Amba White / catbary Brown / RBI red /
Ocean Brown granite stone of 18 to 20mm
thick for door frame windows frame
boxing etc. on C.m. 1:6 including filing
joints with polymer base filler nosing the
sharp edges wherever necessary,
specification.
11.47 Ground Floor - 3260.00 Sqm 37406.54 Rupees Three Thousand Two
Hundred Sixty Only
Bd-M.12 RA
4.39 First Floor - 3292.00 Sqm 14466.36 Rupees Three Thousand Two
Hundred NinetyTwo Only
Bd-M.12 Add 1% for lift
charges
39 Providing Half- round moulding ( Full moulding
) to 18mm to 20mm thick granite stone
including fine polishing and cleaning etc.
complete
ContractorNo. of Corrections
16 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
38.25 Ground Floor - 132.00 Rmt 5048.74 Rupees One Hundred
ThirtyTwo Only ,272/78 As Directed
by Engineer
in charge
14.65 First Floor - 133.00 Rmt 1948.18 Rupees One Hundred
ThirtyThree Only Add 1% for lift
charges
As Directed
by Engineer
in charge
40 Providing and applying priming coat
concrete/masonary/Asbestos cement
plasterd surface including scaffolding if
necessary, preparing the surface by
throughly cleaning oil, grease, dirt and
other foreign matter and sand papering
as required.
206.94 Ground Floor - 17.00 Sqm 3517.95 Rupees Seventeen Only ,315/87 As Directed
by Engineer
in charge
74.51 First Floor - 17.17 Sqm 1279.34 Rupees Seventeen Paise
Seventeen Only Add 1% for lift
charges
As Directed
by Engineer
in charge
30.72 Second Floor - 17.34 Sqm 532.64 Rupees Seventeen Paise
ThirtyFour Only Add 1% for lift
charges
As Directed
by Engineer
in charge
41 Providing and applying two coats of
Appex Ace White exterior paints of
approved colour to the plastered surface
including cleaning, prepairing the plaster
surface applying astered surfaces
applying primer coat, scaffolding if
necessary, and watering the surface for
two days complete.
187.76 Ground Floor - 210.00 Cum 39428.69 Rupees Two Hundred Ten
Only
,317/87 As Directed
by Engineer
in charge
121.15 First Floor - 212.00 Cum 25682.81 Rupees Two Hundred Twelve
Only Add 1% for lift
charges
As Directed
by Engineer
in charge
BDO - OIL PAINTING
ContractorNo. of Corrections
17 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
39.34 Second Floor - 214.00 Cum 8419.64 Rupees Two Hundred
Fourteen Only Add 1% for lift
charges
As Directed
by Engineer
in charge
42 Providing and applying Plastic emulsion
paint of approved quality colour and
shade to old & new surface in Two coats
including scaffolding, preparing the
surfaces. (excluding the primer coat)
complete.
206.94 Ground Floor - 65.00 Sqm 13450.98 Rupees SixtyFive Only Bd-P.6, P. No.414 331/90
74.51 First Floor - 65.65 Sqm 4891.60 Rupees SixtyFive Paise
SixtyFive Only
Bd-P.6, P. No.414 Add 1% for lift
charges
30.72 Second Floor - 66.00 Sqm 2027.36 Rupees SixtySix Only Bd-P.6, P. No.414 Add 1% for lift
charges
43 Providing and fixing M-40 grade thick vibrated
pull cast or similar type concrete frame with
chamfer conforming to I.S. 6524-1983 having 6
mm dia bars 3 Nos. And strips @250 mm c/c
and fixing in wall with 6 Nos. of hold fast of 12
mm dia bars 500 mm long including primer
and oil painting etc, complete) frame size 60
mm x 125 mm Spec. No.: As directed by
engineer-in-charge.
300.00 Ground floor - 563.00 Rmt 168900.00 Rupees Five Hundred
SixtyThree Only
,437/117 As Directed
by Engineer
in charge
150.00 First Floor - 568.00 Rmt 85200.00 Rupees Five Hundred
SixtyEight Only Add 1% for lift
charges
As Directed
by Engineer
in charge
75.00 Second Floor - 579.00 Rmt 43425.00 Rupees Five Hundred
SeventyNine Only Add 1% for lift
charges
As Directed
by Engineer
in charge
BDP - COLOUR WHITE WASING, DISTEMPERING
BDT - DOORS & WINDOWS
ContractorNo. of Corrections
18 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
44 Providing and fixing single leaf pannelled door
shutter without fanlight and shutter 35mm thick
as per drawing consisting of Ghana T.W. top
rail size 100 x 35mm and bottom and lock rail
200 x 35mm insert pannel 12mm thick
commercial playfaced T.W. partical board
with phenol formaldehyde synthetic resin
(Generally confirming to ISI 3097) excluding
frame including iron oxidised fixture fastening
and T.W. beading at junction of pannels inserts
and as instructed by the Engineer in charge
including 3 coats of oil painting etc. complete.
12.60 Ground Floor - 5715.00 Sqm 72009.00 Rupees Five Thousand Seven
Hundred Fifteen Only
Bd-T.34, P. No.499 ,397/106
5.36 First Floor - 5772.00 Sqm 30909.06 Rupees Five Thousand Seven
Hundred SeventyTwo Only
Bd-T.34, P. No.499 Add 1% for lift
charges
1.89 Second Floor - 5829.00 Sqm 11016.81 Rupees Five Thousand Eight
Hundred TwentyNine Only
Bd-T.34, P. No.499 Add 1% for lift
charges
ContractorNo. of Corrections
19 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
45 8.19 Providing and fixing collapsible steel gate in
one / two leaves with hot rolled vertical
channels of 18x*x3mm minium size, crossing of
M.S. flats of size 18x 5mm T or E section for
runner of minium 40 x6mm size for flange, M.S.
flat for top runner of minium size 40x 12mm with
roller wheels confirming to gate F.G. 150 fitted
with snap headed rivets of minium size 6mm
max spacing of vertical channels be 100mm
enclosed gate position and clear space of
150mm between two sets of crossings with hold
fasts, stoppers, spaces, handles locking
arrangement and one coat fo red primer & oil
painting etc. complete
2451.00 Sqm 20073.69 Rupees Two Thousand Four
Hundred FiftyOne Only
Bd-T.57, P. No.511 ,411/110
ContractorNo. of Corrections
20 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
46 Supplying and fixing in position anodized
extruded modular aluminium section
Three Track sliding windows mounted on
rectangular frame of size 100 x 50x
2.80mm thick (2.183 kg/Rmt.) made up of
three track drain bottom section of size92
x 31 x 1.1mm thick (0.911 kg/Rmt.) and top
and sides sections of size 92 x 45 x 1.5mm
thick (1.284 kg/Rmt.). The shutter should be
of bearing bottom of size 40 x 18 x 1.2mm
thick (0.417 kg/Rmt.) top member of size
40 x 18 x 1.20mm thick (0.475 kg/Rmt.)
Interlocking section size of 43 x 27 x
1.30mm thick (0.558 kg/Rmt.) and handle
section of size 43 x 18 x 1.30mm thick
(0.424 kg/Rmt.) selected quality 5.5mm
thick clear glass to be fixed in shutter with
neoprene gasket with approved quality
PVC rollers necessary locks handles PVC
lining and wooden encasement wherever
necessary etc. complete as directed by
Engineer in charge.
15.84 Ground Floor - 4435.00 Sqm 70250.40 Rupees Four Thousand Four
Hundred ThirtyFive Only
,424/113 As Directed
by Engineer
in charge
7.20 First Floor - 4479.00 Sqm 32248.80 Rupees Four Thousand Four
Hundred SeventyNine Only Add 1% for lift
charges
As Directed
by Engineer
in charge
2.88 Second Floor - 4523.00 Sqm 13026.24 Rupees Four Thousand Five
Hundred TwentyThree Only Add 1% for lift
charges
As Directed
by Engineer
in charge
ContractorNo. of Corrections
21 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
47 Providing and fixing in position aluminium
louvered windows/ ventilators (IS std.) of
various sizes with powder coating as per
detailed drawings and specifications
including aluminium frames 80 x 38 mm
box type 5 mm thick sheet glass louvers,
clips / rubber plain P.V.C.. gaskets of
approved quality etc. complete.. (Sample
to be got approved from Ex. Engineer
before use)
1.08 Ground Floor - 2840.00 Sqm 3067.20 Rupees Two Thousand Eight
Hundred Fourty Only ,444/119 As Directed
by Engineer
in charge
0.54 First Floor - 2868.00 Sqm 1548.72 Rupees Two Thousand Eight
Hundred SixtyEight Only I.No.-44, P.No.-
85
As Directed
by Engineer
in charge
48 Providing and fixing mild steel grill work for
windows, ventilators weighing 20.00 kg per
Sq.M. as per drawing, including necessary
fixtures, welding and painting with one
coat of anti-corrosive paint etc. complete.
15.84 Ground Floor - 1584.00 Sqm 25090.56 Rupees One Thousand Five
Hundred EightyFour Only
Bd-U.1, P. No.537 ,407/125
7.20 First Floor - 1600.00 Sqm 11520.00 Rupees One Thousand Six
Hundred Only
Bd-U.1, P. No.537 Add 1% for lift
charges
2.88 Second Floor - 1616.00 Sqm 4654.08 Rupees One Thousand Six
Hundred Sixteen Only
Bd-U.1, P. No.537 Add 1% for lift
charges
BDU - IRON WORK
ContractorNo. of Corrections
22 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
49 Providing and fixing 900mm high S.S.304 Grade
Stainless steel railing with 40 mm diameter and
1.5 mm thick at top,40mm diameter and
1.5mm thick vertical supports spaced at 3.3m
center to center and two pipes of 12mm
diameter fixed horizontally including
fabricating ,fixtures, errecting , necessary
welding , griding , finishing, buffing to stainless
steel pipe etc. complete.
6.60 Ground Floor - 3958.00 Rmt 26122.80 Rupees Three Thousand Nine
Hundred FiftyEight Only
Bd-U.2, P. No.537 ,759/175
6.60 First Floor - 3998.00 Rmt 26386.80 Rupees Three Thousand Nine
Hundred NinetyEight Only
Bd-U.2, P. No.537 Add 1% for lift
charges
4.95 Second Floor - 4038.00 Rmt 19988.10 Rupees Four Thousand
ThirtyEight Only
Bd-U.2, P. No.537 Add 1% for lift
charges
50 Providing & fixing on walls / Ceiling / floors
_________ heavy grade having embossed
as ISI mark galvanised iron pipes with
necessary fitting, remaking good the
demolished portion and applying primer
of anti corrosive oil paint, 2 coats tc.
complete.
Ground Floor -
55.00 15 mm GI Pipe - 195.00 Rmt 10725.00 Rupees One Hundred
NinetyFive Only
Bd-V.5, P. No.551 ,478-488/128-129
50.00 20 mm GI Pipe - 210.00 Rmt 10500.00 Rupees Two Hundred Ten
Only
Bd-V.5, P. No.551 ,478-488/128-129
47.00 25 mm GI Pipe - 266.00 Rmt 12502.00 Rupees Two Hundred SixtySix
Only
Bd-V.5, P. No.551 ,478-488/128-129
40.00 32 mm GI Pipe - 365.00 Rmt 14600.00 Rupees Three Hundred
SixtyFive Only
Bd-V.5, P. No.551 ,478-488/128-129
30.00 40 mm GI Pipe - 393.00 Rmt 11790.00 Rupees Three Hundred
NinetyThree Only
Bd-V.5, P. No.551 ,478-488/128-129
BDV - WATER SUPPLY & SANITARY FITTING
ContractorNo. of Corrections
23 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
20.00 50 mm GI Pipe - 476.00 Rmt 9520.00 Rupees Four Hundred
SeventySix Only
Bd-V.5, P. No.551 ,478-488/128-129
First Floor -
55.00 15 mm GI Pipe - 197.00 Rmt 10835.00 Rupees One Hundred
NinetySeven Only
Bd-V.5, P. No.551 ,478-488/128-129
add 1% for FF
50.00 20 mm GI Pipe - 212.00 Rmt 10600.00 Rupees Two Hundred Twelve
Only
Bd-V.5, P. No.551 ,478-488/128-129
47.00 25 mm GI Pipe - 269.00 Rmt 12643.00 Rupees Two Hundred
SixtyNine Only
Bd-V.5, P. No.551 ,478-488/128-129
40.00 32 mm GI Pipe - 369.00 Rmt 14760.00 Rupees Three Hundred
SixtyNine Only
Bd-V.5, P. No.551 ,478-488/128-129
30.00 40 mm GI Pipe - 397.00 Rmt 11910.00 Rupees Three Hundred
NinetySeven Only
Bd-V.5, P. No.551 ,478-488/128-129
20.00 50 mm GI Pipe - 481.00 Rmt 9620.00 Rupees Four Hundred
EightyOne Only
Bd-V.5, P. No.551 ,478-488/128-129
51 Providing & laying in trenches ______
medium grade having embossed as ISI
mark galvanised iron pipes of ______ with
necessary fitting, remaking good the
demolished portion with fitting trenches
and with primer of anti corrosive oil paint,
2 coats tc. complete.
Ground Floor -
35.00 15 mm GI Pipe - 165.00 Rmt 5775.00 Rupees One Hundred
SixtyFive Only
Bd-V.5, P. No.551 ,491-496/129-130
30.00 20 mm GI Pipe - 191.00 Rmt 5730.00 Rupees One Hundred
NinetyOne Only
Bd-V.5, P. No.551 ,491-496/129-130
20.00 25 mm GI Pipe - 252.00 Rmt 5040.00 Rupees Two Hundred
FiftyTwo Only
Bd-V.5, P. No.551 ,491-496/129-130
16.00 32 mm GI Pipe - 321.00 Rmt 5136.00 Rupees Three Hundred
TwentyOne Only
Bd-V.5, P. No.551 ,491-496/129-130
20.00 40 mm GI Pipe - 378.00 Rmt 7560.00 Rupees Three Hundred
SeventyEight Only
Bd-V.5, P. No.551 ,491-496/129-130
20.00 50 mm GI Pipe - 471.00 Rmt 9420.00 Rupees Four Hundred
SeventyOne Only
Bd-V.5, P. No.551 ,491-496/129-130
ContractorNo. of Corrections
24 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
52 Providing and fixing for 25mm dia water meter
with non return value including stainer,
sockets/ union nut and including water meter
box making locking arrangement and lock. (
Without chambe)
1.00 25 mm dia water meter 4350.00 Rmt 4350.00 Rupees Four Thousand Three
Hundred Fifty Only
Bd-V.7, P. No.554 ,501/131
53 Providing and fixing Bib Cock with wall flange
jaquar make continental ( CAT No. Con 047) or
eqivalant including including necessary
sockets/union nut etc. complete.
4.00 Ground Floor - 929.00 No 3716.00 Rupees Nine Hundred
TwentyNine Only ,617/148
2.00 First Floor - 938.00 No 1876.00 Rupees Nine Hundred
ThirtyEight Only Add 1% for lift
charges
54 Providing and fixing ____ screw down
wheeled stop tap of brass including
necessary sockets / union nut, testing etc.
complete.
Ground Floor -
2.00 25mm - 404.00 No 808.00 Rupees Four Hundred Four
Only
Bd-V.9, P. No.555 ,511/132
2.00 50mm - 722.00 No 1444.00 Rupees Seven Hundred
TwentyTwo Only
Bd-V.9, P. No.555 ,514/132
As Directed
by Engineer
in charge
ContractorNo. of Corrections
25 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
First Floor -
1.00 25mm - 408.00 No 408.00 Rupees Four Hundred Eight
Only
Bd-V.9, P. No.555 Add 1% for lift
charges
1.00 50mm - 729.00 No 729.00 Rupees Seven Hundred
TwentyNine Only
Bd-V.9, P. No.555 Add 1% for lift
charges
55 Providing and fixing 100 mm dia
chromium plated brass shower rose to
15mm dia supply pipe including necessary
bend and socket complete.
2.00 Ground Floor - 310.00 No 620.00 Rupees Three Hundred Ten
Only
Bd-V.12, P. No.556 ,517/133
1.00 First Floor - 313.00 No 313.00 Rupees Three Hundred
Thirteen Only
Bd-V.12, P. No.556 Add 1% for lift
charges
56 Providing and fixing 45 cm wide mild steel
ladder of 40mm x 6 mm mild steel flat
stringers and steps of 18 mm dia mild steel
bar for water tank including fixing it in 1:2:4
/ M-15 cement concrete block 60cm x
30cm x 30cm & painting the ladder with 3
coats of oil painting etc. complete.
3.20 Second Floor - 545.00 Sqm 1744.00 Rupees Five Hundred
FourtyFive Only
Bd-V.19, P. No.559 ,520/133
57 Providing and fixing White glazed
earthenware wash Hand Basin of 55cm x
40 cm size including cold water piller tap /
cold and hot water piller tap bracket,
rubber plugs and brass chain, stop tap
and necessary pipe connections including
PVC water pipe waste pipe and trap up
to the outside face of the wall.
2.00 Ground Floor - 2558.00 No 5116.00 Rupees Two Thousand Five
Hundred FiftyEight Only
Bd-V.30, P. No.565 ,527/134
1.00 First Floor - 2584.00 No 2584.00 Rupees Two Thousand Five
Hundred EightyFour Only
Bd-V.30, P. No.565 Add 1% for lift
charges
ContractorNo. of Corrections
26 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
58 Providing and laying concrete pipe of IS
NP class ____________ in proper line, level
and slope including necessary collars,
excavation, laying, fixing with collars in
cement mortar 1:1 and refilling the trench
complete.
a 15.00 150 mm 505.00 Rmt 7575.00 Rupees Five Hundred Five
Only
Bd-V.41, P. No.573 ,540/136
b 10.00 225 mm 560.00 Rmt 5600.00 Rupees Five Hundred Sixty
Only
Bd-V.41, P. No.573 ,541/136
c 10.00 300 mm 816.00 Rmt 8160.00 Rupees Eight Hundred
Sixteen Only
Bd-V.41, P. No.573 ,542/136
59 Providing and constructing Brick Masonry
intercepting Chamber
___________including 1:4:8 Cement
Concrete foundation, 1:2:4 C.C. channels
/ half round glazed stoneware pipe pipes,
brick masonary plastering from inside and
with frame fixed in cement conctete. with
RCC Cover
2.00 60cm x 45 cm x 90 cm 3893.00 No 7786.00 Rupees Three Thousand Eight
Hundred NinetyThree Only
Bd-V.43, P. No.574 ,545/137
2.00 90 cm x 45 cm x 90 cm 3957.00 No 7914.00 Rupees Three Thousand Nine
Hundred FiftySeven Only
Bd-V.43, P. No.574 ,546/137
60 2.00 Providing Soak pit of Size 120cm x 120cm x
120cm inluding excavation and filling with
brick bat
685.00 No 3679.58 Rupees Six Hundred
EightyFive Only
Bd-V.46, P. No.576 ,550/138
61 Providing and fixing 450mm x 550mm size
superior type Belgium mirror with 16mm dia.
Nickel plated towel rod. Etc. complete.
2.00 Ground Floor - 407.00 No 814.00 Rupees Four Hundred Seven
Only
,551/138 As Directed
by Engineer
in charge
ContractorNo. of Corrections
27 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
1.00 First Floor - 411.00 No 411.00 Rupees Four Hundred Eleven
Only add 1% for FF As Directed
by Engineer
in charge
62 Providing and fixing chromium plated towel
rod 16mm dia and 75 cm in length including
all accessories complete.
2.00 Ground Floor - 170.00 No 340.00 Rupees One Hundred Seventy
Only
,562/140 As Directed
by Engineer
in charge
1.00 First Floor - 172.00 No 172.00 Rupees One Hundred
SeventyTwo Only add 1% for FF As Directed
by Engineer
in charge
63 Providing and fixing C.P. Wall mixer with
provision for overhead shower with
115mm long bend pipe & wall flange
jaquar make continental ( CAT. No. Con-
273 UPR) or equivalent including
necessary sockets / union nut etc.
complete.
1.00 Ground Floor - 3756.00 No 3756.00 Rupees Three Thousand
Seven Hundred FiftySix Only
,612/147 As Directed
by Engineer
in charge
1.00 First Floor - 3794.00 No 3794.00 Rupees Three Thousand
Seven Hundred NinetyFour
Only
add 1% for FF As Directed
by Engineer
in charge
64 Providing and fixing C.P. Pillar cock long
neck with aerator jaquar make
continental ( CAT. No. Con-021) or
equivalent including necessary sockets /
union nut etc. complete.
1.00 Ground Floor - 1168.00 No 1168.00 Rupees One Thousand One
Hundred SixtyEight Only
,613/148 As Directed
by Engineer
in charge
1.00 First Floor - 1180.00 No 1180.00 Rupees One Thousand One
Hundred Eighty Only add 1% for FF As Directed
by Engineer
in charge
ContractorNo. of Corrections
28 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
65 Providing and fixing screw down 15 mm
dia. Sink Cock with flange for cold water
of brass including necessary socket union
nut, testing etc. complete. (Prior approval
of sample and brand by Executive
Engineer is necessary before use) Make
Sharp with extended swinging spout with
wall flange.
2.00 Ground Floor - 1606.00 No 3212.00 Rupees One Thousand Six
Hundred Six Only
,615/148 As Directed
by Engineer
in charge
1.00 First Floor - 1622.00 No 1622.00 Rupees One Thousand Six
Hundred TwentyTwo Only add 1% for FF As Directed
by Engineer
in charge
66 Providing and fixing European type white
glazed earthenware coupled closet
symphonic trap with symphonic low level
white glazed 10 liters cistern with black
backlite seat with all necessary pipe
connection etc. complete.
2.00 Ground Floor - 3130.00 No 6260.00 Rupees Three Thousand One
Hundred Thirty Only
,638/152 As Directed
by Engineer
in charge
1.00 First Floor - 3161.00 No 3161.00 Rupees Three Thousand One
Hundred SixtyOne Only add 1% for FF As Directed
by Engineer
in charge
67 2000.00 Providing, & Fixing H.D.P. Container syntex
or alike one piece moulded water tank
made out of heigh density polyethyler
and built corrugated inclusive delivery uo
ti distination housting fixing of accesserries
such as inlet, outlet overflow pipe inclusive
of all
8.00 Lit 16000.00 Rupees Eight Only ,585/144 As Directed
by Engineer
in charge
ContractorNo. of Corrections
29 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
68 Providing and fixing 10cm P.V.C. Nahani
Trap with grating etc. complete.
2.00 Ground Floor - 650.00 No 1300.00 Rupees Six Hundred Fifty
Only
,533/135 As Directed
by Engineer
in charge
1.00 First Floor - 657.00 No 657.00 Rupees Six Hundred
FiftySeven Only add 1% for FF As Directed
by Engineer
in charge
69 Providing and fixing 110mm dia PVC Rain
water pipe with necessary fitting such as
bends, tees, single junctions slotted vent,
clamps etc. complete.
48.00 110mm dia - 357.00 Rmt 17136.00 Rupees Three Hundred
FiftySeven Only
,559/139 As Directed
by Engineer
in charge
70 1.00 Providing and fixing hume pipe septic
tank 900mm diameter with vent pipe and
cap including necessary (including
excavation and laying)
6760.00 No 6760.00 Rupees Six Thousand Seven
Hundred Sixty Only
Bd-V.45, P. No.575 ,549/138
ContractorNo. of Corrections
30 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
72 246.24 Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-II) by
treating the bottom surface and sides for
excavation clorophyriphoas / lendene at
the rate of 5 liters of emulsion
concentrates of 0.5 persent of Aldrin per
Sq.m. of surface area covering 10 years
guarantee.E
95.00 Sqm 23392.80 Rupees NinetyFive Only ,741/172 As Directed
by Engineer
in charge
73 26.73 Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-II)
treatment by treating the backfill in
immedite contact with foundation at the
rate of 7.5 liter of emulsion concentrates
of 0.5 persent of clorophriphas
Hephoclore per Sq.m. of vertical surface
area covering 10 years guarantee.E
80.00 Sqm 2138.59 Rupees Eighty Only ,743/172 As Directed
by Engineer
in charge
74 83.45 Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-II) by
treating the top surface of plinth filling at
the rate of 5 liter of emulsion concentrates
of 0.5 persent of Hephoclore per Sq.m. of
surface area covering 10 years
guarantee.E
12.00 Sqm 1001.44 Rupees Twelve Only ,742/172 As Directed
by Engineer
in charge
75 33.42 Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-I) to the soil
along the external face of building by
punching holes of 1.2 of 1.5 cm dia about
30 percent of clorophyriphas 20 E.C.
Hephoclore at the rate of 7.5 liters
emulsion concentrates per holes and
sealing the same with proper filling &
covering 10 years guarantee.
84.80 Sqm 2833.63 Rupees EightyFour Paise
Eighty Only I.No.-45, P.No-
120
As Directed
by Engineer
in charge
BDW - MISCELLANEOUS
ContractorNo. of Corrections
31 Univercity Engineer
Rate in Words (Rs.) Speci. Clause No. Page & Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may
be more
or less
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
UNIT or
Per
Total
AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition
62 Providing and fixing _____ mm diameter UPVC
soil / vent / waste SWR pipe of required
diameter conforming to IS-13592, and IS-4985
to withstand continuous internal hydraulic
pressure of 4 kg / cm2 including necessary
fixtures and fittings, such as bends, tees, single
junctions, double junctions and joining with
rubber rings and lurbicants, on wall by means
of clips or in ground including necessary
excavation, laying refilling, trench testing etc.
complete. (Prior approval of sample and
brand by Ex. Engineer is necessary before use)
As Directed by Engineer in charge-
15.00 75 mm dia 310.00 Rmt 4650.00 Rupees Three Hundred Ten
Only
,558/139 As Directed by
Engineer in
charge
30.00 110 mm dia 357.00 Rmt 10710.00 Rupees Three Hundred
FiftySeven Only
559/139 As Directed by
Engineer in
charge
3279513.43
Say Rs. 3279513.00
Total of Civil Work :
ContractorNo. of Corrections
32 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
1 Excavation for foundation in earth, soil of all
types, sand, gravel and soft murum, including
removing the excavated material up to a
distance of 50 m. beyond the building area &
stacking and spreading as directed,
dewatering, preparing the bed for the
foundation and necessary backfilling,
ramming,watering including shoring and
stutting etc.complete.
49.89 a. Lift upto 1.5 m. 115.00 Cum 5737.32 Rupees One Hundred Fifteen Only Bd.A.1, P.
No.259
,1/9
2 Excavation for foundation in hard murum
including removing the excavated material
upto distance of 50 metres beyond the building
area and stacking and spreading as directed,
dewatering, preparing the bed for the
foundation and necessary backfilling,
ramming, watering including shoring and
strutting etc.complete.
37.26 a. Lift upto 1.5 m. 132.00 Cum 4918.32 Rupees One Hundred ThirtyTwo Only Bd.A.2, P. No.
259
.,5/10
Subwork No-15
Name Of Work :- CONSTRUCTION OF PROFESSOR BUNGLOW IN THE CAMPUS OF AGRICULTURAL COLLEGE, AT MUKTAINAGAR, DIST. JALGAON
FOR MAHATMA PHULE KRUSHI VIDYAPEETH, RAHURI.
Schedule B.Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
CIVIL WORK -
BDA - EXCAVATION
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
ContractorNo. of Corrections
1 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
3 Excavation for foundation in soft rock or old
cement or lime masonry foundations including
removing the excavated materials upto a
distance of 50 metres beyond the building area
and stacking as directed including dewatering,
preparing the bed for the foundation and
necessary, watering including shoring and
strutting etc.complete.
27.95 a. Lift upto 1.5 m 305.00 Cum 8523.23 Rupees Three Hundred Five Only Bd.A.4, P. No.
259
,13/12
0.00 b.Lift above 1.5 m 315.00 Cum 0.00 Rupees Three Hundred Fifteen Only Bd.A.4, P. No.
259
,13/12
4 92.94 Filling in plinth and floors with approved
excavated materials in 15cm to 20cm layers
including watering and compaction etc.
complete.
229.00 Cum 21283.54 Rupees Two Hundred TwentyNine
Only
Bd-A 10, P.
No. 262
RA
5 39.53 Filling in plinth and floors with contractor's Soil's,
Sand or murum in 15 cm to 20 cm layers
including watering, compaction etc. complete.
614.00 Cum 24271.85 Rupees Six Hundred Fourteen Only Bd-A 11, P.
No. 263
RA
6 33.67 Providing dry trap / granite / quartzite / gneiss
rubble stone soling 15 cm to 20 cm thick
including hand packing and compacting
complete.
702.00 Cum 23639.36 Rupees Seven Hundred Two Only Bd-A 11, P.
No. 263
RA
7 25.35 Providing and laying in situ cement concrete in
1:3:6 of trap / granite / quartzite / gneiss metal
for foundation and bedding including bailing-
out water manually formwork, compacting,
covering newly laid concrete by gunny bag,
plastic or tarpaulin, curing etc.
complete.(Wooden planks/ shuttering will not
be allowed)
4089.00 Cum 103647.67 Rupees Four Thousand EightyNine
Only
Bd-E.1, P.
No.287
RA
BDE - Plain Cement Concrete
ContractorNo. of Corrections
2 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
8 13.770 Providing and laying in situ cement concrete of
M20 grade of trap / granite / quartzite / gneiss
metal for R.C.C. work in foundations like raft,
Strip foundations, grillage and and footings of
R.C.C. columns and steel stanchions etc.
including bailing-out water formwork, cover
blocks, compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
4988.00 Cum 68684.76 Rupees Four Thousand Nine Hundred
EightyEight Only
Bd-F.3, P.
No.298 & B.7,
P.No. 38
RA
9 Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite / gneiss
metal for R.C.C. columns as per detailed
designs and drawings or as directed including
centering, formwork, cover blocks, compaction
and curing roughening the surface if special
finish is to provide ( Excluding reinforcement
and structural steel ) complete.
9.251 Ground Floor - 7178.00 Cum 66401.63 Rupees Seven Thousand One
Hundred SeventyEight Only
Bd-F.5, P.
No.300 & B.7,
P.No. 38
RA
2.920 Fisrt Floor - 7250.00 Cum 21172.25 Rupees Seven Thousand Two
Hundred Fifty Only
Bd-F.5, P.
No.300 & B.7,
P.No. 38
RA
1.118 Second Floor - 7322.00 Cum 8184.53 Rupees Seven Thousand Three
Hundred TwentyTwo Only
Bd-F.5, P.
No.300 & B.7,
P.No. 38
RA
BDF - Reinforced Cement Concrete
ContractorNo. of Corrections
3 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
10 Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite / gneiss
metal for R.C.C. beams and lintels as per
detailed designs and drawings or as directed
including centering, formwork, cover blocks,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
30.492 Ground Floor - 7253.00 221156.95 Rupees Seven Thousand Two
Hundred FiftyThree Only
Bd-F.6, P.
No.300 & B.7,
P.No. 38
RA
7.618 First Floor - 7326.00 55811.59 Rupees Seven Thousand Three
Hundred TwentySix Only
Bd-F.6, P.
No.300 & B.7,
P.No. 38
RA
11 Providing and casting in situ cement concrete
of M20 gade of trap granite / quartzite / gneiss
metal for R.C.C. slabs and landings canopy
waist slab with steps as per detailed designs
and drawings or as directed including
centering, formwork, cover blocks, compaction
and curing roughening the surface if special
finish is to provide ( Excluding reinforcement
and structural steel ) complete.
22.404 Ground Floor - 7518.00 Cum 168433.27 Rupees Seven Thousand Five
Hundred Eighteen Only
Bd-F.8, P.
No.302 & B.7,
P.No. 38
RA
11.34 First Floor - 7593.00 Cum 86077.29 Rupees Seven Thousand Five
Hundred NinetyThree Only
Bd-F.8, P.
No.302 & B.7,
P.No. 38
RA
2.12 Second Floor - 7668.00 16222.42 Rupees Seven Thousand Six Hundred
SixtyEight Only
Bd-F.8, P.
No.302 & B.7,
P.No. 38
RA
ContractorNo. of Corrections
4 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
12 Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite / gneiss
metal for R.C.C. chhajja as per detailed designs
and drawings or as directed including
centering, formwork, cover blocks, compaction
and curing roughening the surface if special
finish is to provide ( Excluding reinforcement
and structural steel ) complete.
1.350 Ground Floor - 7518.00 Cum 10149.30 Rupees Seven Thousand Five
Hundred Eighteen Only
Bd-F.9, P.
No.303 & B.7,
P.No. 38
RA
0.621 First Floor - 7593.00 Cum 4715.25 Rupees Seven Thousand Five
Hundred NinetyThree Only
Bd-F.9, P.
No.303 & B.7,
P.No. 38
RA
0.324 Second Floor - 7668.00 2484.43 Rupees Seven Thousand Six Hundred
SixtyEight Only
Bd-F.9, P.
No.303 & B.7,
P.No. 38
RA
13 Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite / gneiss
metal for R.C.C. pardi upto 75mm thick
including centering, formwork, cover block,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
0.198 Ground Floor - 9116.00 Cum 1804.97 Rupees Nine Thousand One Hundred
Sixteen Only
Bd-F.11, P.
No.304 & B.7,
P.No. 38
RA
0.198 First Floor - 9207.00 Cum 1822.99 Rupees Nine Thousand Two Hundred
Seven Only
Bd-F.11, P.
No.304 & B.7,
P.No. 38
RA
ContractorNo. of Corrections
5 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
14 Pro.& casting in situ cement concrete of M-20
grade of trap granite / quartzite / gneiss metal
for R.C.C. coping to Plinth or Parapet and sill of
doors and windows moulded as per detailed
drawings or chamfered as per approved by the
engineer including centering, formwork, cover
blocks, compacting and roughening them if
special finish is to be provided and curing
complete. ( Excluding reinforcement ).
0.87 First Floor - 5016.00 Cum 4378.22 Rupees Five Thousand Sixteen Only Bd-F.12, P.
No.304 & B.7,
P.No. 38
RA
1.19 Second Floor - 5066.00 Cum 6012.33 Rupees Five Thousand SixtySix Only Bd-F.12, P.
No.304 & B.7,
P.No. 38
RA
15 Providing and fixing in position TMT-FE-500
reinforcement of various diameters for R.C.C.
pile caps, footings, foundations, slabs, beams
columns, canopies, staircase, newels, chajjas,
lintels pardis, copings, fins, arches etc. as per
detailed designs, derwing and schedules
including cutting, bending hooking the bars,
binding with wires or tack welding and
supporting as requried complete.
14.25 Ground Floor - 53834.00 MT 766879.72 Rupees FiftyThree Thousand Eight
Hundred ThirtyFour Only
Bd-F.17, P.
No.306
,130/43
3.87 First Floor - 54372.00 MT 210516.07 Rupees FiftyFour Thousand Three
Hundred SeventyTwo Only
Bd-F.17, P.
No.306
Add 1% for
lift charges
1.23 Second Floor - 54910.00 MT 67642.26 Rupees FiftyFour Thousand Nine
Hundred Ten Only
Bd-F.17, P.
No.306
Add 1% for
lift charges
ContractorNo. of Corrections
6 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
16 10.76 Providing Second Class Burnt Bricks masonry
with conventional / I.S. type bricks in cement
mortar 1:6 in foundations and plinth of inner
walls / in plinth of external walls including
bailing-out water manually, striking joints on
unexposed faces, raking out joints on exposed
faces and watering complete.
6170.00 Cum 66392.36 Rupees Six Thousand One Hundred
Seventy Only
Bd-G.1, P.
No.313
RA
17 Providing Second Class Burnt Bricks masonry
with conventional IS. Type brick in cement
mortar 1:6 bricks in superstructure including
striking joints, raking out joints, watering and
scaffolding complete.
53.940 Ground Floor - 6370.00 Cum 343598.48 Rupees Six Thousand Three Hundred
Seventy Only
Bd-G.5, P.
No.315
RA
35.336 First Floor - 6434.00 Cum 227352.15 Rupees Six Thousand Four Hundred
ThirtyFour Only
Bd-G.5, P.
No.315
Add 1% for
lift charges
23.566 Second Floor - 6497.00 Cum 153107.00 Rupees Six Thousand Four Hundred
NinetySeven Only
Bd-G.5, P.
No.315
Add 1% for
lift charges
18 Providing Second class Burnt Brick masonary
with conventional / I.s. type bricks in cement
mortar 1:4 in half brick thick wall including mild
steel longitudinal reinforcement of 2 bars of 6
mm diameter / 2 hoop iron strips 25 mm X 1.6
mm at every third course, properly bent and
bounded at ends scaffolding, raking out joints
and watering complete.
131.995 Ground Floor - 916.00 SQM 120907.42 Rupees Nine Hundred Sixteen Only Bd-G.7, P.
No.316
RA
BDG - Brick work
ContractorNo. of Corrections
7 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
19.120 First Floor - 925.00 SQM 17686.00 Rupees Nine Hundred TwentyFive
Only
Bd-G.7, P.
No.316
Add 1% for
lift charges
19 Providing & laying water proof treatment to
terrace slab with B.B.coba in all position with an
average thickness of 112 mm consisting
specilised materials as per the manufucture
specifications and covering 10 years
guarantee on court fee stamp paper including
all leads, lifts etc complete.v
118.840 First Floor - 683.00 Sqm 81167.72 Rupees Six Hundred EightyThree Only RA As Directed by
Engineer in
charge
37.410 Second Floor - 686.00 Sqm 25663.26 Rupees Six Hundred EightySix Only Add 1% for
lift charges
As Directed by
Engineer in
charge
17.630 Third Floor - 697.00 Sqm 12288.11 Rupees Six Hundred NinetySeven
Only
Add 1% for
lift charges
As Directed by
Engineer in
charge
20 Providing water proof bedding for flooring of
Bath and WC 25 mm thick in C.M.1:3 including
using 1 kg of water proof compound per bag
of cement including levelling, curing etc.
complete.
24.48 First Floor - 301.00 Sqm 7368.48 Rupees Three Hundred One Only RA As Directed by
Engineer in
charge
21 Providing internal cement plaster 12mm thick in
a single coat in cement mortar 1:4 without
neeru finish to concrete surface in all positions
including scaffolding and curing etc.
complete.
BDJ - WATER PROOFING
BDL - Plastering & Pointing
ContractorNo. of Corrections
8 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
151.820 Ground Floor - 152.00 Cum 23076.64 Rupees One Hundred FiftyTwo Only Bd-L.1, P.
No.367
RA
59.590 First Floor - 154.00 Cum 9176.86 Rupees One Hundred FiftyFour Only Bd-L.1, P.
No.367
Add 1% for
lift charges
17.630 Second Floor - 155.00 Cum 2732.65 Rupees One Hundred FiftyFive Only Bd-L.1, P.
No.367
Add 1% for
lift charges
22 Providing neeru finish to plastered surfaces in a
all position including scaffolding and curing
complete.
151.820 Ground Floor - 27.00 Cum 4099.14 Rupees TwentySeven Only Bd-L.10, P.
No.370
,197/62
59.590 First Floor - 27.27 Cum 1625.02 Rupees TwentySeven Paise
TwentySeven Only
Bd-L.10, P.
No.370
Add 1% for
lift charges
17.630 Second Floor - 27.54 Cum 485.53 Rupees TwentySeven Paise FiftyFour
Only
Bd-L.10, P.
No.370
Add 1% for
lift charges
23 Providing internal cement plaster 20mm thick in
two coat in cement mortar 1:4 without neeru
finish to concrete or brick surfaces, in all
positions including scaffolding, and curing
complete.
609.27 Ground Floor - 212.00 Cum 129165.24 Rupees Two Hundred Twelve Only Bd-L.2, P.
No.368
RA
229.89 First Floor - 214.00 Cum 49196.46 Rupees Two Hundred Fourteen Only Bd-L.2, P.
No.368
Add 1% for
lift charges
70.62 Second Floor - 216.00 Cum 15253.92 Rupees Two Hundred Sixteen Only Bd-L.2, P.
No.368
Add 1% for
lift charges
25 Providing neeru finish to plastered surfaces in a
all position including scaffolding and curing
complete.
ContractorNo. of Corrections
9 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
609.27 Ground Floor - 27.00 Cum 16450.29 Rupees TwentySeven Only Bd-L.10, P.
No.370
,197/62
229.89 First Floor - 27.27 Cum 6269.10 Rupees TwentySeven Paise
TwentySeven Only
Bd-L.10, P.
No.370
Add 1% for
lift charges
70.62 Second Floor - 27.54 Cum 1944.87 Rupees TwentySeven Paise FiftyFour
Only
Bd-L.10, P.
No.370
Add 1% for
lift charges
26 Providing sand faced plaster externally in
cement mortar using approved Screened sand
in all positions including base coat of 15mm
thick in C.M. 1:4 using waterproofing
compound at 1kg.per cement bag, curing the
same for not less than 2 days and keeping the
surface of the base coat rough to receive the
sand faced treatment 6 to 8mm thick in C.M.
1:4, finishing the surface by taking out grains
and curing for fourteen days, scaffolding etc.
complete.
373.151 Ground Floor - 324.00 Sqm 120900.92 Rupees Three Hundred TwentyFour
Only
Bd-L.7, P.
No.369
RA
322.113 First Floor - 327.00 Sqm 105330.95 Rupees Three Hundred TwentySeven
Only
Bd-L.7, P.
No.369
Add 1% for
lift charges
112.089 Second Floor - 330.00 Sqm 36989.37 Rupees Three Hundred Thirty Only Bd-L.7, P.
No.369
Add 1% for
lift charges
27 Providing and fixing about 30cm width chicken
mesh of 24 gauge at the junction of 2 different
surface of different material component at the
of plastering to prevent cracking in plaster
surface as and where directed at all floors with
all leads and lifts etc. complete
ContractorNo. of Corrections
10 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
116.901 Ground Floor - 89.00 Cum 10404.19 Rupees EightyNine Only ,208/64 As Directed by
Engineer in
charge
45.22 First Floor - 89.89 Cum 4064.47 Rupees EightyNine Paise EightyNine
Only
Add 1% for
lift charges
As Directed by
Engineer in
charge
15.012 Second Floor - 91.00 Cum 1366.09 Rupees NinetyOne Only Add 1% for
lift charges
As Directed by
Engineer in
charge
28 Providing patti on plastered surface 12 mm to
15 mm thick in c.m. 1:3 in line and level
including neat finishing, scaffolding, curing etc.
complete.
Ground Floor -
5.00 75 mm wide 21.00 Rmt 105.00 Rupees TwentyOne Only ,205/63 As Directed by
Engineer in
charge
5.00 100 mm wide 27.00 Rmt 135.00 Rupees TwentySeven Only ,206/63 As Directed by
Engineer in
charge
5.00 150 mm wide 40.00 Rmt 200.00 Rupees Fourty Only 207/63 As Directed by
Engineer in
charge
First Floor -
5.00 75 mm wide 21.21 Rmt 106.05 Rupees TwentyOne Paise TwentyOne
Only
Add 1% for
lift charges
As Directed by
Engineer in
charge
5.00 100 mm wide 27.27 Rmt 136.35 Rupees TwentySeven Paise
TwentySeven Only
Add 1% for
lift charges
As Directed by
Engineer in
charge
5.00 150 mm wide 40.40 Rmt 202.00 Rupees Fourty Paise Fourty Only Add 1% for
lift charges
As Directed by
Engineer in
charge
Second Floor -
ContractorNo. of Corrections
11 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
1.00 75 mm wide 21.42 Rmt 21.42 Rupees TwentyOne Paise FourtyTwo
Only
Add 1% for
lift charges
As Directed by
Engineer in
charge
1.00 100 mm wide 27.54 Rmt 27.54 Rupees TwentySeven Paise FiftyFour
Only
Add 1% for
lift charges
As Directed by
Engineer in
charge
1.00 150 mm wide 40.80 Rmt 40.80 Rupees Fourty Paise Eighty Only Add 1% for
lift charges
As Directed by
Engineer in
charge
29 labour charges for providing groove in extrnal
plaster having wdith of 2.5 c.m. and spaced at
a distence of 45c.m. etc. completein charge.
53.40 Ground Floor - 21.00 Rmt 1121.40 Rupees TwentyOne Only ,204/63 As Directed by
Engineer in
charge
26.70 First Floor - 21.21 Rmt 566.31 Rupees TwentyOne Paise TwentyOne
Only
Add 1% for
lift charges
As Directed by
Engineer in
charge
12.00 Second Floor - 21.42 Rmt 257.04 Rupees TwentyOne Paise FourtyTwo
Only
Add 1% for
lift charges
As Directed by
Engineer in
charge
30 Providing and laying Ceramic tiles of Kajaria /
Nitco / Asian or equivalent make having sizes
30cm x 45cm approved quality and size 7 mm
thick for dado and skirting in requied position
with ready made adhesive mortar of approved
quality on plaster of 1:2 cement mortar
including joints filling with white/ colour cement
slurry, cleaning, curring complete.
72.36 Ground Floor - 872.00 Sqm 63097.92 Rupees Eight Hundred SeventyTwo
Only
Bd-M.13, P.
No.386
RA
BDM - PAVING, FLOORING & DADO
ContractorNo. of Corrections
12 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
25.17 First Floor - 881.00 Sqm 22174.77 Rupees Eight Hundred EightyOne
Only
Bd-M.13, P.
No.386
Add 1% for
lift charges
31 Providing and fixing machine cut polished
18mm to 20mm thick telephone black / Amba
White / Cat bary brown / RBI red / Ocean
Brown granite stone for treads and resers of
steps and staircase of approved colour and
shade with rounded moulding and three
grooved line for the treads on bed of 1:4
cement mortar including float silling joints with
neat cement slurry curing polishing and
cleaning etc. complete.
7.98 Ground Floor - 3260.00 Sqm 26014.80 Rupees Three Thousand Two
Hundred Sixty Only
Bd-M.22, P.
No.390
RA
7.98 First Floor - 3292.00 Sqm 26270.16 Rupees Three Thousand Two
Hundred NinetyTwo Only
Bd-M.22, P.
No.390
Add 1% for
lift charges
32 Providing and fixing machine cut mirror
polished 18mm to 20mm thick telephone black
/ Amba white/ cat barry brown / RBI red /
Ocean brown granite stone partition with
moulding the edges etc. complete.
2.25 Ground Floor - 3292.00 Sqm 7407.00 Rupees Three Thousand Two
Hundred NinetyTwo Only
Bd-M.35, P.
No.393
RA
ContractorNo. of Corrections
13 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
33 Providing and Preparing kitchen otta made up
from 30mm thick and 75mm cm width one side
polished kadappa top 75cm heigh vertical
support for kadappa at 1m. c/c of 25mm thick
both side polished kadappa middel shelf and
bottom of 20mm thick one side polished
kadappa with facia patti of 20 x 50mm
kadappa including all material labour cutting
fixing with cement mortar and araldite curing
polished and cleaning etc. complete.
6.45 Ground Floor - 2379.00 Sqm 15344.55 Rupees Two Thousand Three
Hundred SeventyNine Only
Bd-M.35, P.
No.393
,248/72
34 Providing and laying Vitrified Mirror / glossy
finish tiles of Kajaria / Nitco / Asian / Coral or
equivalent make having size 590mm to 605mm
x 590mm to 605mm of 8 to 10mm thickness and
confirming to IS 15, 622 - 2, 006 ( Group Bla) of
approved make, shade and pattern for flooring
in required position laid on a bed of 1:4 cement
mortar including neat cement float, filling joints,
curing and cleaning etc. complete. Rustic Matt
Finish
142.882 Ground Floor - 800.00 Sqm 114305.60 Rupees Eight Hundred Only Bd-M.12, P.
No.385
RA
41.786 First Floor - 808.00 Sqm 33763.28 Rupees Eight Hundred Eight Only Bd-M.12, P.
No.385
Add 1% for
lift charges
2.460 Second Floor - 816.00 Sqm 2007.36 Rupees Eight Hundred Sixteen Only Bd-M.12, P.
No.385
Add 1% for
lift charges
ContractorNo. of Corrections
14 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
35 Providing and laying Vitrified Mirror / glossy
finish tiles of Kajaria / Nitco / Asian / Coral or
equivalent make having size 590mm to 605mm
x 590mm to 605mm of 8 to 10mm thickness and
confirming to IS 15, 622 - 2, 006 ( Group Bla) of
approved make, shade and pattern for Skirting
in required position laid on a bed of 1:4 cement
mortar including neat cement float, filling joints,
curing and cleaning etc. complete. Rustic Matt
Finish
15.03 Ground Floor - 880.00 Sqm 13226.40 Rupees Eight Hundred Eighty Only Bd-M.12, P.
No.385
RA
3.69 First Floor - 889.00 Sqm 3280.41 Rupees Eight Hundred EightyNine
Only
Bd-M.12, P.
No.385
Add 1% for
lift charges
36 49.65 Providing and fixing heavy duty inter locking
concrete rubber mould glossy paving blocks of
80mm thickness of having a strength of 400
kg/sq.cm. of approved quality and shape on a
bed of crushed sand of 25 to 30 mm thick
including skirting joints and cleaning etc.
complete.h
750.00 Sqm 37237.50 Rupees Seven Hundred Fifty Only ,262/76 As Directed by
Engineer in
charge
37 Providing and Antiskid tiles of approved quality
of company Kajaria/nitco/asian or equivalent
make of size 30 cm x 30cm and to IS 15,622-
2,006 ( Group-BIIA) for antiskid flooring in
required position laid on a bed of 1:4 cement
motar including cement float, filling joint with
cement slurry cleaning curing complete.
11.40 Ground Floor - 665.00 Sqm 7581.00 Rupees Six Hundred SixtyFive Only Bd-M.12, RA
ContractorNo. of Corrections
15 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
5.52 First Floor - 672.00 Sqm 3709.44 Rupees Six Hundred SeventyTwo Only Bd-M.12, Add 1% for
lift charges
38 Providing and Laying Telephone black / Amba
White / catbary Brown / RBI red / Ocean Brown
granite stone of 18 to 20mm thick for door
frame windows frame boxing etc. on C.m. 1:6
including filing joints with polymer base filler
nosing the sharp edges wherever necessary,
specification.
20.52 Ground Floor - 3260.00 Sqm 66895.20 Rupees Three Thousand Two
Hundred Sixty Only
Bd-M.12 RA
8.28 First Floor - 3293.00 Sqm 27266.04 Rupees Three Thousand Two
Hundred NinetyThree Only
Bd-M.12 Add 1% for
lift charges
40 Providing and applying priming coat
concrete/masonary/Asbestos cement plasterd
surface including scaffolding if necessary,
preparing the surface by throughly cleaning oil,
grease, dirt and other foreign matter and sand
papering as required.
761.09 Ground Floor - 17.00 Sqm 12938.53 Rupees Seventeen Only ,315/87 As Directed by
Engineer in
charge
289.48 First Floor - 17.17 Sqm 4970.37 Rupees Seventeen Paise Seventeen
Only
Add 1% for
lift charges
As Directed by
Engineer in
charge
88.25 Second Floor - 17.34 Sqm 1530.26 Rupees Seventeen Paise ThirtyFour
Only
Add 1% for
lift charges
As Directed by
Engineer in
charge
BDO - OIL PAINTING
ContractorNo. of Corrections
16 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
41 Providing and applying two coats of Appex
Ace White exterior paints of approved colour to
the plastered surface including cleaning,
prepairing the plaster surface applying astered
surfaces applying primer coat, scaffolding if
necessary, and watering the surface for two
days complete.
373.151 Ground Floor - 210.00 Cum 78361.71 Rupees Two Hundred Ten Only ,317/87 As Directed by
Engineer in
charge
322.113 First Floor - 212.00 Cum 68287.96 Rupees Two Hundred Twelve Only Add 1% for
lift charges
As Directed by
Engineer in
charge
112.089 Second Floor - 214.00 Cum 23987.05 Rupees Two Hundred Fourteen Only Add 1% for
lift charges
As Directed by
Engineer in
charge
42 Providing and applying Plastic emulsion paint
of approved quality colour and shade to old &
new surface in Two coats including scaffolding,
preparing the surfaces. (excluding the primer
coat) complete.
761.090 Ground Floor - 65.00 Sqm 49470.85 Rupees SixtyFive Only Bd-P.6, P.
No.414
,331/90
289.480 First Floor - 65.65 Sqm 19004.36 Rupees SixtyFive Paise SixtyFive Only Bd-P.6, P.
No.414
Add 1% for
lift charges
88.250 Second Floor - 66.00 Sqm 5824.50 Rupees SixtySix Only Bd-P.6, P.
No.414
Add 1% for
lift charges
BDP - COLOUR WHITE WASING, DISTEMPERING
BDT - DOORS & WINDOWS
ContractorNo. of Corrections
17 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
43 Providing and fixing M-40 grade thick vibrated
pull cast or similar type concrete frame with
chamfer conforming to I.S. 6524-1983 having 6
mm dia bars 3 Nos. And strips @250 mm c/c
and fixing in wall with 6 Nos. of hold fast of 12
mm dia bars 500 mm long including primer and
oil painting etc, complete) frame size 60 mm x
125 mm Spec. No.: As directed by engineer-in-
charge.
77.000 Ground floor - 563.00 Rmt 43351.00 Rupees Five Hundred SixtyThree Only ,437/117 As Directed by
Engineer in
charge
35.000 First Floor - 568.00 Rmt 19880.00 Rupees Five Hundred SixtyEight Only Add 1% for
lift charges
As Directed by
Engineer in
charge
18.000 Second Floor - 579.00 Rmt 10422.00 Rupees Five Hundred SeventyNine
Only
Add 1% for
lift charges
As Directed by
Engineer in
charge
44 Providing and fixing single leaf pannelled door
shutter without fanlight and shutter 35mm thick
as per drawing consisting of Ghana T.W. top rail
size 100 x 35mm and bottom and lock rail 200 x
35mm insert pannel 12mm thick commercial
playfaced T.W. partical board with phenol
formaldehyde synthetic resin (Generally
confirming to ISI 3097) excluding frame
including iron oxidised fixture fastening and
T.W. beading at junction of pannels inserts and
as instructed by the Engineer in charge
including 3 coats of oil painting etc. complete.
25.62 Ground Floor - 5715.00 Sqm 146418.30 Rupees Five Thousand Seven
Hundred Fifteen Only
Bd-T.34, P.
No.499
,397/106
ContractorNo. of Corrections
18 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
10.92 First Floor - 5772.00 Sqm 63030.24 Rupees Five Thousand Seven
Hundred SeventyTwo Only
Bd-T.34, P.
No.499
Add 1% for
lift charges
3.78 Second Floor - 5829.00 Sqm 22033.62 Rupees Five Thousand Eight Hundred
TwentyNine Only
Bd-T.34, P.
No.499
Add 1% for
lift charges
45 3.78 Providing and fixing collapsible steel gate in
one / two leaves with hot rolled vertical
channels of 18x*x3mm minium size, crossing of
M.S. flats of size 18x 5mm T or E section for
runner of minium 40 x6mm size for flange, M.S.
flat for top runner of minium size 40x 12mm with
roller wheels confirming to gate F.G. 150 fitted
with snap headed rivets of minium size 6mm
max spacing of vertical channels be 100mm
enclosed gate position and clear space of
150mm between two sets of crossings with hold
fasts, stoppers, spaces, handles locking
arrangement and one coat fo red primer & oil
painting etc. complete
2451.00 Sqm 9264.78 Rupees Two Thousand Four Hundred
FiftyOne Only
Bd-T.57, P.
No.511
,411/110
ContractorNo. of Corrections
19 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
46 Supplying and fixing in position anodized
extruded modular aluminium section Three
Track sliding windows mounted on rectangular
frame of size 100 x 50x 2.80mm thick (2.183
kg/Rmt.) made up of three track drain bottom
section of size92 x 31 x 1.1mm thick (0.911
kg/Rmt.) and top and sides sections of size 92 x
45 x 1.5mm thick (1.284 kg/Rmt.). The shutter
should be of bearing bottom of size 40 x 18 x
1.2mm thick (0.417 kg/Rmt.) top member of size
40 x 18 x 1.20mm thick (0.475 kg/Rmt.)
Interlocking section size of 43 x 27 x 1.30mm
thick (0.558 kg/Rmt.) and handle section of size
43 x 18 x 1.30mm thick (0.424 kg/Rmt.) selected
quality 5.5mm thick clear glass to be fixed in
shutter with neoprene gasket with approved
quality PVC rollers necessary locks handles PVC
lining and wooden encasement wherever
necessary etc. complete as directed by
Engineer in charge.
19.44 Ground Floor - 4435.00 Sqm 86216.40 Rupees Four Thousand Four Hundred
ThirtyFive Only
,424/113 As Directed by
Engineer in
charge
7.20 First Floor - 4479.00 Sqm 32248.80 Rupees Four Thousand Four Hundred
SeventyNine Only
Add 1% for
lift charges
As Directed by
Engineer in
charge
3.60 Second Floor - 4523.00 Sqm 16282.80 Rupees Four Thousand Five Hundred
TwentyThree Only
Add 1% for
lift charges
As Directed by
Engineer in
charge
ContractorNo. of Corrections
20 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
47 Providing and fixing in position aluminium
louvered windows/ ventilators (IS std.) of various
sizes with powder coating as per detailed
drawings and specifications including
aluminium frames 80 x 38 mm box type 5 mm
thick sheet glass louvers, clips / rubber plain
P.V.C.. gaskets of approved quality etc.
complete.. (Sample to be got approved from
Ex. Engineer before use)
2.16 Ground Floor - 2840.00 Sqm 6134.40 Rupees Two Thousand Eight Hundred
Fourty Only
,444/119 As Directed by
Engineer in
charge
1.08 First Floor - 2868.00 Sqm 3097.44 Rupees Two Thousand Eight Hundred
SixtyEight Only
Add 1% for
lift charges
As Directed by
Engineer in
charge
48 Providing and fixing mild steel grill work for
windows, ventilators weighing 20.00 kg per
Sq.M. as per drawing, including necessary
fixtures, welding and painting with one coat of
anti-corrosive paint etc. complete.
19.44 Ground Floor - 1584.00 Sqm 30792.96 Rupees One Thousand Five Hundred
EightyFour Only
Bd-U.1, P.
No.537
,407/125
7.20 First Floor - 1600.00 Sqm 11520.00 Rupees One Thousand Six Hundred
Only
Bd-U.1, P.
No.537
Add 1% for
lift charges
3.60 Second Floor - 1616.00 Sqm 5817.60 Rupees One Thousand Six Hundred
Sixteen Only
Bd-U.1, P.
No.537
Add 1% for
lift charges
BDU - IRON WORK
ContractorNo. of Corrections
21 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
49 Providing and fixing 900mm high S.S.304 Grade
Stainless steel railing with 40 mm diameter and
1.5 mm thick at top,40mm diameter and 1.5mm
thick vertical supports spaced at 3.3m center to
center and two pipes of 12mm diameter fixed
horizontally including fabricating ,fixtures,
errecting , necessary welding , griding ,
finishing, buffing to stainless steel pipe etc.
complete.
3.96 Ground Floor - 3958.00 Rmt 15673.68 Rupees Three Thousand Nine
Hundred FiftyEight Only
Bd-U.2, P.
No.537,759/175
3.96 First Floor - 3998.00 Rmt 15832.08 Rupees Three Thousand Nine
Hundred NinetyEight Only
Bd-U.2, P.
No.537
Add 1% for
lift charges
3.96 Second Floor - 4038.00 Rmt 15990.48 Rupees Four Thousand ThirtyEight
Only
Bd-U.2, P.
No.537
Add 1% for
lift charges
50 Providing & fixing on walls / Ceiling / floors
_________ heavy grade having embossed as ISI
mark galvanised iron pipes with necessary
fitting, remaking good the demolished portion
and applying primer of anti corrosive oil paint,
2 coats tc. complete.
Ground Floor -
15.00 15 mm GI Pipe - 195.00 Rmt 2925.00 Rupees One Hundred NinetyFive
Only
Bd-V.5, P.
No.551
,478-488/128-
129
10.00 20 mm GI Pipe - 210.00 Rmt 2100.00 Rupees Two Hundred Ten Only Bd-V.5, P.
No.551
,478-488/128-
129
15.00 25 mm GI Pipe - 266.00 Rmt 3990.00 Rupees Two Hundred SixtySix Only Bd-V.5, P.
No.551
,478-488/128-
129
15.00 32 mm GI Pipe - 365.00 Rmt 5475.00 Rupees Three Hundred SixtyFive Only Bd-V.5, P.
No.551
,478-488/128-
129
BDV - WATER SUPPLY & SANITARY FITTING
ContractorNo. of Corrections
22 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
5.00 40 mm GI Pipe - 393.00 Rmt 1965.00 Rupees Three Hundred NinetyThree
Only
Bd-V.5, P.
No.551
,478-488/128-
129
5.00 50 mm GI Pipe - 476.00 Rmt 2380.00 Rupees Four Hundred SeventySix
Only
Bd-V.5, P.
No.551
,478-488/128-
129
First Floor -
10.00 15 mm GI Pipe - 197.00 Rmt 1970.00 Rupees One Hundred NinetySeven
Only
Bd-V.5, P.
No.551
,478-488/128-
129 add 1%
for FF
10.00 20 mm GI Pipe - 212.00 Rmt 2120.00 Rupees Two Hundred Twelve Only Bd-V.5, P.
No.551
,478-488/128-
129
15.00 25 mm GI Pipe - 269.00 Rmt 4035.00 Rupees Two Hundred SixtyNine Only Bd-V.5, P.
No.551
,478-488/128-
129
15.00 32 mm GI Pipe - 369.00 Rmt 5535.00 Rupees Three Hundred SixtyNine Only Bd-V.5, P.
No.551
,478-488/128-
129
5.00 40 mm GI Pipe - 397.00 Rmt 1985.00 Rupees Three Hundred NinetySeven
Only
Bd-V.5, P.
No.551
,478-488/128-
129
5.00 50 mm GI Pipe - 481.00 Rmt 2405.00 Rupees Four Hundred EightyOne
Only
Bd-V.5, P.
No.551
,478-488/128-
129
51 Providing & laying in trenches ______ medium
grade having embossed as ISI mark galvanised
iron pipes of ______ with necessary fitting,
remaking good the demolished portion with
fitting trenches and with primer of anti corrosive
oil paint, 2 coats tc. complete.
Ground Floor -
25.00 15 mm GI Pipe - 165.00 Rmt 4125.00 Rupees One Hundred SixtyFive Only Bd-V.5, P.
No.551
,491-496/129-
130
30.00 20 mm GI Pipe - 191.00 Rmt 5730.00 Rupees One Hundred NinetyOne
Only
Bd-V.5, P.
No.551
,491-496/129-
130
10.00 25 mm GI Pipe - 252.00 Rmt 2520.00 Rupees Two Hundred FiftyTwo Only Bd-V.5, P.
No.551
,491-496/129-
130
15.00 32 mm GI Pipe - 321.00 Rmt 4815.00 Rupees Three Hundred TwentyOne
Only
Bd-V.5, P.
No.551
,491-496/129-
130
ContractorNo. of Corrections
23 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
10.00 40 mm GI Pipe - 378.00 Rmt 3780.00 Rupees Three Hundred SeventyEight
Only
Bd-V.5, P.
No.551
,491-496/129-
130
10.00 50 mm GI Pipe - 471.00 Rmt 4710.00 Rupees Four Hundred SeventyOne
Only
Bd-V.5, P.
No.551
,491-496/129-
130
52 Providing and fixing for 25mm dia water meter
with non return value including stainer, sockets/
union nut and including water meter box
making locking arrangement and lock. (
Without chambe)
1.00 25 mm dia water meter 350.00 Rmt 350.00 Rupees Three Hundred Fifty Only Bd-V.7, P.
No.554
,501/131
53 Providing and fixing Bib Cock with wall flange
jaquar make continental ( CAT No. Con 047) or
eqivalant including including necessary
sockets/union nut etc. complete.
4.00 Ground Floor - 929.00 No 3716.00 Rupees Nine Hundred TwentyNine
Only
,617/148
2.00 First Floor - 938.00 No 1876.00 Rupees Nine Hundred ThirtyEight
Only
Add 1% for
lift charges
0.00 Second Floor - 948.00 No 0.00 Rupees Nine Hundred FourtyEight
Only
Add 1% for
lift charges
54 Providing and fixing ____ screw down wheeled
stop tap of brass including necessary sockets /
union nut, testing etc. complete.
Ground Floor -
2.00 25mm - 404.00 No 808.00 Rupees Four Hundred Four Only Bd-V.9, P.
No.555
,511/132
First Floor -
As Directed by
Engineer in
charge
ContractorNo. of Corrections
24 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
2.00 25mm - 408.00 No 816.00 Rupees Four Hundred Eight Only Bd-V.9, P.
No.555
Add 1% for
lift charges
1.00 50mm - 722.00 No 722.00 Rupees Seven Hundred TwentyTwo
Only
Bd-V.9, P.
No.555
,514/132
55 Providing and fixing 100 mm dia chromium
plated brass shower rose to 15mm dia supply
pipe including necessary bend and socket
complete.
4.00 Ground Floor - 310.00 No 1240.00 Rupees Three Hundred Ten Only Bd-V.12, P.
No.556
,517/133
2.00 First Floor - 313.00 No 626.00 Rupees Three Hundred Thirteen Only Bd-V.12, P.
No.556
Add 1% for
lift charges
56 Providing and fixing 45 cm wide mild steel
ladder of 40mm x 6 mm mild steel flat stringers
and steps of 18 mm dia mild steel bar for water
tank including fixing it in 1:2:4 / M-15 cement
concrete block 60cm x 30cm x 30cm & painting
the ladder with 3 coats of oil painting etc.
complete.
6.40 Second Floor - 545.00 Sqm 3488.00 Rupees Five Hundred FourtyFive Only Bd-V.19, P.
No.559
,520/133
57 Providing and fixing White glazed earthenware
wash Hand Basin of 55cm x 40 cm size including
cold water piller tap / cold and hot water piller
tap bracket, rubber plugs and brass chain, stop
tap and necessary pipe connections including
PVC water pipe waste pipe and trap up to the
outside face of the wall.
4.00 Ground Floor - 2558.00 No 10232.00 Rupees Two Thousand Five Hundred
FiftyEight Only
Bd-V.30, P.
No.565
,527/134
ContractorNo. of Corrections
25 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
2.00 First Floor - 2584.00 No 5168.00 Rupees Two Thousand Five Hundred
EightyFour Only
Bd-V.30, P.
No.565
Add 1% for
lift charges
58 Providing and laying concrete pipe of IS NP
class ____________ in proper line, level and
slope including necessary collars, excavation,
laying, fixing with collars in cement mortar 1:1
and refilling the trench complete.
a 10.00 150 mm 505.00 Rmt 5050.00 Rupees Five Hundred Five Only Bd-V.41, P.
No.573
,540/136
b 10.00 225 mm 560.00 Rmt 5600.00 Rupees Five Hundred Sixty Only Bd-V.41, P.
No.573
,541/136
c 10.00 300 mm 816.00 Rmt 8160.00 Rupees Eight Hundred Sixteen Only Bd-V.41, P.
No.573
,542/136
59 Providing and constructing Brick Masonry
intercepting Chamber ___________including
1:4:8 Cement Concrete foundation, 1:2:4 C.C.
channels / half round glazed stoneware pipe
pipes, brick masonary plastering from inside
and with frame fixed in cement conctete. with
RCC Cover
4.00 60cm x 45 cm x 90 cm 3893.00 No 15572.00 Rupees Three Thousand Eight
Hundred NinetyThree Only
Bd-V.43, P.
No.574
,545/137
2.00 90 cm x 45 cm x 90 cm 3957.00 No 7914.00 Rupees Three Thousand Nine
Hundred FiftySeven Only
Bd-V.43, P.
No.574
,546/137
60 2.00 Providing Soak pit of Size 120cm x 120cm x
120cm inluding excavation and filling with brick
bat
685.00 No 3679.58 Rupees Six Hundred EightyFive Only Bd-V.46, P.
No.576
,550/138
61 Providing and fixing 450mm x 550mm size
superior type Belgium mirror with 16mm dia.
Nickel plated towel rod. Etc. complete.
ContractorNo. of Corrections
26 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
4.00 Ground Floor - 407.00 No 1628.00 Rupees Four Hundred Seven Only ,551/138 As Directed by
Engineer in
charge
2.00 First Floor - 411.00 No 822.00 Rupees Four Hundred Eleven Only Add 1% for
lift charges
As Directed by
Engineer in
charge
62 Providing and fixing chromium plated towel rod
16mm dia and 75 cm in length including all
accessories complete.
4.00 Ground Floor - 170.00 No 680.00 Rupees One Hundred Seventy Only ,562/140 As Directed by
Engineer in
charge
2.00 First Floor - 172.00 No 344.00 Rupees One Hundred SeventyTwo
Only
Add 1% for
lift charges
As Directed by
Engineer in
charge
63 Providing and fixing C.P. Wall mixer with
provision for overhead shower with 115mm long
bend pipe & wall flange jaquar make
continental ( CAT. No. Con-273 UPR) or
equivalent including necessary sockets / union
nut etc. complete.
4.00 Ground Floor - 3756.00 No 15024.00 Rupees Three Thousand Seven
Hundred FiftySix Only
,612/147 As Directed by
Engineer in
charge
2.00 First Floor - 3794.00 No 7588.00 Rupees Three Thousand Seven
Hundred NinetyFour Only
Add 1% for
lift charges
As Directed by
Engineer in
charge
64 Providing and fixing C.P. Pillar cock long neck
with aerator jaquar make continental ( CAT.
No. Con-021) or equivalent including necessary
sockets / union nut etc. complete.
4.00 Ground Floor - 1168.00 No 4672.00 Rupees One Thousand One Hundred
SixtyEight Only
,613/148 As Directed by
Engineer in
charge
ContractorNo. of Corrections
27 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
2.00 First Floor - 1180.00 No 2360.00 Rupees One Thousand One Hundred
Eighty Only
Add 1% for
lift charges
As Directed by
Engineer in
charge
65 Providing and fixing screw down 15 mm dia.
Sink Cock with flange for cold water of brass
including necessary socket union nut, testing
etc. complete. (Prior approval of sample and
brand by Executive Engineer is necessary
before use) Make Sharp with extended
swinging spout with wall flange.
4.00 Ground Floor - 1606.00 No 6424.00 Rupees One Thousand Six Hundred
Six Only
,615/148 As Directed by
Engineer in
charge
2.00 First Floor - 1622.00 No 3244.00 Rupees One Thousand Six Hundred
TwentyTwo Only
Add 1% for
lift charges
As Directed by
Engineer in
charge
66 Providing and fixing European type white
glazed earthenware coupled closet symphonic
trap with symphonic low level white glazed 10
liters cistern with black backlite seat with all
necessary pipe connection etc. complete.
4.00 Ground Floor - 3130.00 No 12520.00 Rupees Three Thousand One
Hundred Thirty Only
,438/152 As Directed by
Engineer in
charge
2.00 First Floor - 3161.00 No 6322.00 Rupees Three Thousand One
Hundred SixtyOne Only
Add 1% for
lift charges
As Directed by
Engineer in
charge
ContractorNo. of Corrections
28 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
67 4000.00 Providing, & Fixing H.D.P. Container syntex or
alike one piece moulded water tank made out
of heigh density polyethyler and built
corrugated inclusive delivery uo ti distination
housting fixing of accesserries such as inlet,
outlet overflow pipe inclusive of all
8.00 Lit 32000.00 Rupees Eight Only ,585/144 As Directed by
Engineer in
charge
68 Providing and fixing 10cm P.V.C. Nahani Trap
with grating etc. complete.
4.00 Ground Floor - 650.00 No 2600.00 Rupees Six Hundred Fifty Only ,533/135 As Directed by
Engineer in
charge
2.00 First Floor - 657.00 No 1314.00 Rupees Six Hundred FiftySeven Only Add 1% for
lift charges
As Directed by
Engineer in
charge
69 Providing and fixing 110mm dia PVC Rain water
pipe with necessary fitting such as bends, tees,
single junctions slotted vent, clamps etc.
complete.
60.00 110mm dia - 357.00 Rmt 21420.00 Rupees Three Hundred FiftySeven
Only
,559/139 As Directed by
Engineer in
charge
70 2.00 Providing and fixing hume pipe septic tank
900mm diameter with vent pipe and cap
including necessary (including excavation and
laying)
6760.00 No 13520.00 Rupees Six Thousand Seven Hundred
Sixty Only
Bd-V.45, P.
No.575
,545/138
72 425.41 Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-II) by treating the
bottom surface and sides for excavation
clorophyriphoas / lendene at the rate of 5 liters
of emulsion concentrates of 0.5 persent of
Aldrin per Sq.m. of surface area covering 10
years guarantee.E
95.00 Sqm 40413.95 Rupees NinetyFive Only ,741/172 As Directed by
Engineer in
charge
BDW - MISCELLANEOUS
ContractorNo. of Corrections
29 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
73 37.32 Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-II) treatment by
treating the backfill in immedite contact with
foundation at the rate of 7.5 liter of emulsion
concentrates of 0.5 persent of clorophriphas
Hephoclore per Sq.m. of vertical surface area
covering 10 years guarantee.E
80.00 Sqm 2985.60 Rupees Eighty Only ,743/172 As Directed by
Engineer in
charge
75 46.65 Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-I) to the soil
along the external face of building by
punching holes of 1.2 of 1.5 cm dia about 30
percent of clorophyriphas 20 E.C. Hephoclore
at the rate of 7.5 liters emulsion concentrates
per holes and sealing the same with proper
filling & covering 10 years guarantee.
12.00 Sqm 559.80 Rupees Twelve Only ,742/172 As Directed by
Engineer in
charge
76 Providing and fixing _____ mm diameter UPVC
soil / vent / waste SWR pipe of required
diameter conforming to IS-13592, and IS-4985 to
withstand continuous internal hydraulic
pressure of 4 kg / cm2 including necessary
fixtures and fittings, such as bends, tees, single
junctions, double junctions and joining with
rubber rings and lurbicants, on wall by means
of clips or in ground including necessary
excavation, laying refilling, trench testing etc.
complete. (Prior approval of sample and brand
by Ex. Engineer is necessary before use) As
Directed by Engineer in charge-
20.00 75 mm dia 310.00 Rmt 6200.00 Rupees Three Hundred Ten Only ,558/139 As Directed by
Engineer in
charge
ContractorNo. of Corrections
30 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION
40.00 110 mm dia 357.00 Rmt 14280.00 Rupees Three Hundred FiftySeven
Only
,559/139 As Directed by
Engineer in
charge
5200020.61
Say 5200021.00
Total of Associate Dean bunglow Estimate :
ContractorNo. of Corrections
31 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
1
Excavation for foundation in earth, soil of all
types, sand, gravel and soft murum, including
removing the excavated material up to a
distance of 50 m. beyond the building area &
stacking and spreading as directed,
dewatering, preparing the bed for the
foundation and necessary backfilling,
ramming,watering including shoring and
stutting etc.complete.
49.89 a. Lift upto 1.5 m. 115.00 Cum 5737.32 Rupees One Hundred Fifteen Only Bd.A.1, P.
No.259,1/9
2
Excavation for foundation in hard murum
including removing the excavated material
upto distance of 50 metres beyond the building
area and stacking and spreading as directed,
dewatering, preparing the bed for the
foundation and necessary backfilling, ramming,
watering including shoring and strutting
etc.complete.
37.26 a. Lift upto 1.5 m. 132.00 Cum 4918.32 Rupees One Hundred ThirtyTwo Only Bd.A.2, P. No.
259,5/10
Subwork No-17Name Of Work :- CONSTRUCTION OF ASSOCIATE PROFESSOR BUNGLOW IN THE CAMPUS OF AGRICULTURAL COLLEGE,AT MUKTINAGAR, DIST.
JALGAON FOR MAHATMA PHULE KRUSHI VIDYAPEETH, RAHURI.
Schedule B.
Sr.
No.
Quantity
estimated
but may be
more or less
ITEM DESCRIPTION
Estimate
Rate
Rupees in
figure
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
CIVIL WORK -
BDA - EXCAVATION
Rate In Words
ContractorNo. of Corrections
1 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may be
more or less
ITEM DESCRIPTION
Estimate
Rate
Rupees in
figure
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate In Words
3
Excavation for foundation in soft rock or old
cement or lime masonry foundations including
removing the excavated materials upto a
distance of 50 metres beyond the building area
and stacking as directed including dewatering,
preparing the bed for the foundation and
necessary, watering including shoring and
strutting etc.complete.
27.95 a. Lift upto 1.5 m 305.00 Cum 8523.23 Rupees Three Hundred Five Only Bd.A.4, P. No.
259,13/12
0.00 b.Lift above 1.5 m 315.00 Cum 0.00 Rupees Three Hundred Fifteen Only Bd.A.4, P. No.
259,13/12
4 89.84
Filling in plinth and floors with approved
excavated materials in 15cm to 20cm layers
including watering and compaction etc.
complete.
229.00 Cum 20572.50 Rupees Two Hundred TwentyNine Only Bd-A 10, P.
No. 262RA
5 39.53
Filling in plinth and floors with contractor's Soil's,
Sand or murum in 15 cm to 20 cm layers
including watering, compaction etc. complete.
614.00 Cum 24271.85 Rupees Six Hundred Fourteen Only Bd-A 11, P.
No. 263RA
6 33.67
Providing dry trap / granite / quartzite / gneiss
rubble stone soling 15 cm to 20 cm thick
including hand packing and compacting
complete.
702.00 Cum 23639.36 Rupees Seven Hundred Two Only Bd-A 11, P.
No. 263RA
7 35.77
Providing and laying in situ cement concrete in
1:3:6 of trap / granite / quartzite / gneiss metal
for foundation and bedding including bailing-
out water manually formwork, compacting,
covering newly laid concrete by gunny bag,
plastic or tarpaulin, curing etc.
complete.(Wooden planks/ shuttering will not
be allowed)
4089.00 Cum 146277.53 Rupees Four Thousand EightyNine Only Bd-E.1, P.
No.287RA
BDE - Plain Cement Concrete
BDF - Reinforced Cement Concrete
ContractorNo. of Corrections
2 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may be
more or less
ITEM DESCRIPTION
Estimate
Rate
Rupees in
figure
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate In Words
8 13.770
Providing and laying in situ cement concrete of
M20 grade of trap / granite / quartzite / gneiss
metal for R.C.C. work in foundations like raft,
Strip foundations, grillage and and footings of
R.C.C. columns and steel stanchions etc.
including bailing-out water formwork, cover
blocks, compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
4988.00 Cum 68684.76Rupees Four Thousand Nine Hundred
EightyEight Only
Bd-F.3, P.
No.298 & B.7,
P.No. 38
RA
9
Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite / gneiss
metal for R.C.C. columns as per detailed
designs and drawings or as directed including
centering, formwork, cover blocks, compaction
and curing roughening the surface if special
finish is to provide ( Excluding reinforcement
and structural steel ) complete.
9.251 Ground Floor - 7178.00 Cum 66401.63Rupees Seven Thousand One Hundred
SeventyEight Only
Bd-F.5, P.
No.300 & B.7,
P.No. 38
RA
2.726 Fisrt Floor - 7250.00 Cum 19764.88Rupees Seven Thousand Two Hundred
Fifty Only
Bd-F.5, P.
No.300 & B.7,
P.No. 38
Add 1% for
lift charges
10
Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite / gneiss
metal for R.C.C. beams and lintels as per
detailed designs and drawings or as directed
including centering, formwork, cover blocks,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
30.492 Ground Floor - 7253.00 221156.95Rupees Seven Thousand Two Hundred
FiftyThree Only
Bd-F.6, P.
No.300 & B.7,
P.No. 38
RA
ContractorNo. of Corrections
3 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may be
more or less
ITEM DESCRIPTION
Estimate
Rate
Rupees in
figure
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate In Words
2.629 First Floor - 7326.00 19259.32Rupees Seven Thousand Three Hundred
TwentySix Only
Bd-F.6, P.
No.300 & B.7,
P.No. 38
Add 1% for
lift charges
11
Providing and casting in situ cement concrete
of M20 gade of trap granite / quartzite / gneiss
metal for R.C.C. slabs and landings canopy
waist slab with steps as per detailed designs
and drawings or as directed including
centering, formwork, cover blocks, compaction
and curing roughening the surface if special
finish is to provide ( Excluding reinforcement
and structural steel ) complete.
22.404 Ground Floor - 7518.00 Cum 168433.27Rupees Seven Thousand Five Hundred
Eighteen Only
Bd-F.8, P.
No.302 & B.7,
P.No. 38
RA
2.12 First Floor - 7593.00 Cum 16063.75Rupees Seven Thousand Five Hundred
NinetyThree Only
Bd-F.8, P.
No.302 & B.7,
P.No. 38
Add 1% for
lift charges
12
Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite / gneiss
metal for R.C.C. chhajja as per detailed designs
and drawings or as directed including
centering, formwork, cover blocks, compaction
and curing roughening the surface if special
finish is to provide ( Excluding reinforcement
and structural steel ) complete.
1.350 Ground Floor - 7518.00 Cum 10149.30Rupees Seven Thousand Five Hundred
Eighteen Only
Bd-F.9, P.
No.303 & B.7,
P.No. 38
RA
0.324 First Floor - 7593.00 Cum 2460.13Rupees Seven Thousand Five Hundred
NinetyThree Only
Bd-F.9, P.
No.303 & B.7,
P.No. 38
Add 1% for
lift charges
ContractorNo. of Corrections
4 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may be
more or less
ITEM DESCRIPTION
Estimate
Rate
Rupees in
figure
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate In Words
13
Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite / gneiss
metal for R.C.C. pardi upto 75mm thick
including centering, formwork, cover block,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
0.198 Ground Floor - 9116.00 Cum 1804.97Rupees Nine Thousand One Hundred
Sixteen Only
Bd-F.11, P.
No.304 & B.7,
P.No. 38
RA
14
Pro.& casting in situ cement concrete of M-20
grade of trap granite / quartzite / gneiss metal
for R.C.C. coping to Plinth or Parapet and sill of
doors and windows moulded as per detailed
drawings or chamfered as per approved by
the engineer including centering, formwork,
cover blocks, compacting and roughening
them if special finish is to be provided and
curing complete. ( Excluding reinforcement ).
0.87 First Floor - 5016.00 Cum 4378.22 Rupees Five Thousand Sixteen Only
Bd-F.12, P.
No.304 & B.7,
P.No. 38
RA
15
Providing and fixing in position TMT-FE-500
reinforcement of various diameters for R.C.C.
pile caps, footings, foundations, slabs, beams
columns, canopies, staircase, newels, chajjas,
lintels pardis, copings, fins, arches etc. as per
detailed designs, derwing and schedules
including cutting, bending hooking the bars,
binding with wires or tack welding and
supporting as requried complete.
14.22 Ground Floor - 53834.00 MT 765680.56Rupees FiftyThree Thousand Eight
Hundred ThirtyFour Only
Bd-F.17, P.
No.306,130/43
1.62 First Floor - 54372.00 MT 87988.85Rupees FiftyFour Thousand Three Hundred
SeventyTwo Only
Bd-F.17, P.
No.306
Add 1% for
lift charges
ContractorNo. of Corrections
5 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may be
more or less
ITEM DESCRIPTION
Estimate
Rate
Rupees in
figure
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate In Words
16 10.76
Providing Second Class Burnt Bricks masonry
with conventional / I.S. type bricks in cement
mortar 1:6 in foundations and plinth of inner
walls / in plinth of external walls including
bailing-out water manually, striking joints on
unexposed faces, raking out joints on exposed
faces and watering complete.
6170.00 Cum 66392.36Rupees Six Thousand One Hundred
Seventy Only
Bd-G.1, P.
No.313RA
17
Providing Second Class Burnt Bricks masonry
with conventional IS. Type brick in cement
mortar 1:6 bricks in superstructure including
striking joints, raking out joints, watering and
scaffolding complete.
53.940 Ground Floor - 6370.00 Cum 343598.48Rupees Six Thousand Three Hundred
Seventy Only
Bd-G.5, P.
No.315RA
23.566 First Floor - 6434.00 Cum 151622.36Rupees Six Thousand Four Hundred
ThirtyFour Only
Bd-G.5, P.
No.315
Add 1% for
lift charges
18
Providing Second class Burnt Brick masonary
with conventional / I.s. type bricks in cement
mortar 1:4 in half brick thick wall including mild
steel longitudinal reinforcement of 2 bars of 6
mm diameter / 2 hoop iron strips 25 mm X 1.6
mm at every third course, properly bent and
bounded at ends scaffolding, raking out joints
and watering complete.
131.995 Ground Floor - 916.00 SQM 120907.42 Rupees Nine Hundred Sixteen Only Bd-G.7, P.
No.316RA
19
Providing & laying water proof treatment to
terrace slab with B.B.coba in all position with an
average thickness of 112 mm consisting
specilised materials as per the manufucture
specifications and covering 10 years guarantee
on court fee stamp paper including all leads,
lifts etc complete.v
BDG - Brick work
BDJ - WATER PROOFING
ContractorNo. of Corrections
6 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may be
more or less
ITEM DESCRIPTION
Estimate
Rate
Rupees in
figure
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate In Words
118.840 First Floor - 683.00 Sqm 81167.72 Rupees Six Hundred EightyThree Only RA
As Directed by
Engineer in
charge
17.630 Second Floor - 686.00 Sqm 12094.18 Rupees Six Hundred EightySix Only Add 1% for
lift charges
As Directed by
Engineer in
charge
20
Providing water proof bedding for flooring of
Bath and WC 25 mm thick in C.M.1:3 including
using 1 kg of water proof compound per bag
of cement including levelling, curing etc.
complete.
24.48 First Floor - 301.00 Sqm 7368.48 Rupees Three Hundred One Only RA
As Directed by
Engineer in
charge
21
Providing internal cement plaster 12mm thick in
a single coat in cement mortar 1:4 without
neeru finish to concrete surface in all positions
including scaffolding and curing etc.
complete.
151.820 Ground Floor - 152.00 Cum 23076.64 Rupees One Hundred FiftyTwo Only Bd-L.1, P.
No.367RA
17.630 First Floor - 154.00 Cum 2715.02 Rupees One Hundred FiftyFour Only Bd-L.1, P.
No.367
Add 1% for
lift charges
22
Providing neeru finish to plastered surfaces in a
all position including scaffolding and curing
complete.
151.820 Ground Floor - 27.00 Cum 4099.14 Rupees TwentySeven Only Bd-L.10, P.
No.370,197/62
17.630 First Floor - 27.27 Cum 480.77Rupees TwentySeven Paise TwentySeven
Only
Bd-L.10, P.
No.370
Add 1% for
lift charges
23
Providing internal cement plaster 20mm thick in
two coat in cement mortar 1:4 without neeru
finish to concrete or brick surfaces, in all
positions including scaffolding, and curing
complete.
609.27 Ground Floor - 212.00 Cum 129165.24 Rupees Two Hundred Twelve Only Bd-L.2, P.
No.368RA
BDL - Plastering & Pointing
ContractorNo. of Corrections
7 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may be
more or less
ITEM DESCRIPTION
Estimate
Rate
Rupees in
figure
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate In Words
70.62 First Floor - 214.00 Cum 15112.68 Rupees Two Hundred Fourteen Only Bd-L.2, P.
No.368
Add 1% for
lift charges
25
Providing neeru finish to plastered surfaces in a
all position including scaffolding and curing
complete.
609.27 Ground Floor - 27.00 Cum 16450.29 Rupees TwentySeven Only Bd-L.10, P.
No.370,197/62
70.62 First Floor - 27.27 Cum 1925.81Rupees TwentySeven Paise TwentySeven
Only
Bd-L.10, P.
No.370
Add 1% for
lift charges
26
Providing sand faced plaster externally in
cement mortar using approved Screened sand
in all positions including base coat of 15mm
thick in C.M. 1:4 using waterproofing
compound at 1kg.per cement bag, curing the
same for not less than 2 days and keeping the
surface of the base coat rough to receive the
sand faced treatment 6 to 8mm thick in C.M.
1:4, finishing the surface by taking out grains
and curing for fourteen days, scaffolding etc.
complete.
373.151 Ground Floor - 324.00 Sqm 120900.92 Rupees Three Hundred TwentyFour Only Bd-L.7, P.
No.369RA
112.089 First Floor - 327.00 Sqm 36653.10 Rupees Three Hundred TwentySeven Only Bd-L.7, P.
No.369
Add 1% for
lift charges
27
Providing and fixing about 30cm width chicken
mesh of 24 gauge at the junction of 2 different
surface of different material component at the
of plastering to prevent cracking in plaster
surface as and where directed at all floors with
all leads and lifts etc. complete
116.901 Ground Floor - 89.00 Cum 10404.19 Rupees EightyNine Only ,208/64
As Directed by
Engineer in
charge
15.01 First Floor - 89.89 Cum 1349.43 Rupees EightyNine Paise EightyNine Only Add 1% for
lift charges
As Directed by
Engineer in
charge
ContractorNo. of Corrections
8 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may be
more or less
ITEM DESCRIPTION
Estimate
Rate
Rupees in
figure
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate In Words
28
Providing patti on plastered surface 12 mm to
15 mm thick in c.m. 1:3 in line and level
including neat finishing, scaffolding, curing etc.
complete.
Ground Floor -
5.00 75 mm wide 21.00 Rmt 105.00 Rupees TwentyOne Only ,205/63
As Directed by
Engineer in
charge
5.00 100 mm wide 27.00 Rmt 135.00 Rupees TwentySeven Only ,206/63
As Directed by
Engineer in
charge
5.00 150 mm wide 40.00 Rmt 200.00 Rupees Fourty Only ,207/63
As Directed by
Engineer in
charge
First Floor -
5.00 75 mm wide 21.21 Rmt 106.05Rupees TwentyOne Paise TwentyOne
Only
Add 1% for
lift charges
As Directed by
Engineer in
charge
5.00 100 mm wide 27.27 Rmt 136.35Rupees TwentySeven Paise TwentySeven
Only
Add 1% for
lift charges
As Directed by
Engineer in
charge
5.00 150 mm wide 404.40 Rmt 2022.00Rupees Four Hundred Four Paise Fourty
Only
Add 1% for
lift charges
As Directed by
Engineer in
charge
29
labour charges for providing groove in extrnal
plaster having wdith of 2.5 c.m. and spaced at
a distence of 45c.m. etc. completein charge.
53.40 Ground Floor - 21.00 Rmt 1121.40 Rupees TwentyOne Only ,204/63
As Directed by
Engineer in
charge
12.00 First Floor - 21.21 Rmt 254.52Rupees TwentyOne Paise TwentyOne
Only
Add 1% for
lift charges
As Directed by
Engineer in
charge
BDM - PAVING, FLOORING & DADO
ContractorNo. of Corrections
9 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may be
more or less
ITEM DESCRIPTION
Estimate
Rate
Rupees in
figure
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate In Words
30
Providing and laying Ceramic tiles of Kajaria /
Nitco / Asian or equivalent make having sizes
30cm x 45cm approved quality and size 7 mm
thick for dado and skirting in requied position
with ready made adhesive mortar of approved
quality on plaster of 1:2 cement mortar
including joints filling with white/ colour cement
slurry, cleaning, curring complete.
72.36 Ground Floor - 872.00 Sqm 63097.92 Rupees Eight Hundred SeventyTwo Only Bd-M.13, P.
No.386RA
31
Providing and fixing machine cut polished
18mm to 20mm thick telephone black / Amba
White / Cat bary brown / RBI red / Ocean
Brown granite stone for treads and resers of
steps and staircase of approved colour and
shade with rounded moulding and three
grooved line for the treads on bed of 1:4
cement mortar including float silling joints with
neat cement slurry curing polishing and
cleaning etc. complete.
7.98 Ground Floor - 3260.00 Sqm 26014.80Rupees Three Thousand Two Hundred
Sixty Only
Bd-M.22, P.
No.390RA
32
Providing and fixing machine cut mirror
polished 18mm to 20mm thick telephone black
/ Amba white/ cat barry brown / RBI red /
Ocean brown granite stone partition with
moulding the edges etc. complete.
ContractorNo. of Corrections
10 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may be
more or less
ITEM DESCRIPTION
Estimate
Rate
Rupees in
figure
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate In Words
2.25 Ground Floor - 3260.00 Sqm 7335.00Rupees Three Thousand Two Hundred
Sixty Only
Bd-M.35, P.
No.393RA
33
Providing and Preparing kitchen otta made up
from 30mm thick and 75mm cm width one side
polished kadappa top 75cm heigh vertical
support for kadappa at 1m. c/c of 25mm thick
both side polished kadappa middel shelf and
bottom of 20mm thick one side polished
kadappa with facia patti of 20 x 50mm
kadappa including all material labour cutting
fixing with cement mortar and araldite curing
polished and cleaning etc. complete.
6.45 Ground Floor - 2379.00 Sqm 15344.55Rupees Two Thousand Three Hundred
SeventyNine Only
Bd-M.35, P.
No.393,248/73
34
Providing and laying Vitrified Mirror / glossy finish
tiles of Kajaria / Nitco / Asian / Coral or
equivalent make having size 590mm to 605mm
x 590mm to 605mm of 8 to 10mm thickness and
confirming to IS 15, 622 - 2, 006 ( Group Bla) of
approved make, shade and pattern for flooring
in required position laid on a bed of 1:4 cement
mortar including neat cement float, filling joints,
curing and cleaning etc. complete. Rustic Matt
Finish
142.882 Ground Floor - 800.00 Sqm 114305.60 Rupees Eight Hundred Only Bd-M.12, P.
No.385RA
2.460 First Floor - 808.00 Sqm 1987.68 Rupees Eight Hundred Eight Only Bd-M.12, P.
No.385
Add 1% for
lift charges
ContractorNo. of Corrections
11 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may be
more or less
ITEM DESCRIPTION
Estimate
Rate
Rupees in
figure
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate In Words
35
Providing and laying Vitrified Mirror / glossy finish
tiles of Kajaria / Nitco / Asian / Coral or
equivalent make having size 590mm to 605mm
x 590mm to 605mm of 8 to 10mm thickness and
confirming to IS 15, 622 - 2, 006 ( Group Bla) of
approved make, shade and pattern for Skirting
in required position laid on a bed of 1:4 cement
mortar including neat cement float, filling joints,
curing and cleaning etc. complete. Rustic Matt
Finish
ContractorNo. of Corrections
12 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may be
more or less
ITEM DESCRIPTION
Estimate
Rate
Rupees in
figure
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate In Words
15.03 Ground Floor - 880.00 Sqm 13226.40 Rupees Eight Hundred Eighty Only Bd-M.12, P.
No.385RA
36 49.65
Providing and fixing heavy duty inter locking
concrete rubber mould glossy paving blocks of
80mm thickness of having a strength of 400
kg/sq.cm. of approved quality and shape on a
bed of crushed sand of 25 to 30 mm thick
including skirting joints and cleaning etc.
complete.h
750.00 Sqm 37237.50 Rupees Seven Hundred Fifty Only ,262/70
As Directed by
Engineer in
charge
37
Providing and Antiskid tiles of approved quality
of company Kajaria/nitco/asian or equivalent
make of size 30 cm x 30cm and to IS 15,622-
2,006 ( Group-BIIA) for antiskid flooring in
required position laid on a bed of 1:4 cement
motar including cement float, filling joint with
cement slurry cleaning curing complete.
11.40 Ground Floor - 665.00 Sqm 7581.00 Rupees Six Hundred SixtyFive Only Bd-M.12, RA
38
Providing and Laying Telephone black / Amba
White / catbary Brown / RBI red / Ocean Brown
granite stone of 18 to 20mm thick for door
frame windows frame boxing etc. on C.m. 1:6
including filing joints with polymer base filler
nosing the sharp edges wherever necessary,
specification.
20.52 Ground Floor - 3260.00 Sqm 66895.20Rupees Three Thousand Two Hundred
Sixty Only Bd-M.12 RA
40
Providing and applying priming coat
concrete/masonary/Asbestos cement plasterd
surface including scaffolding if necessary,
preparing the surface by throughly cleaning oil,
grease, dirt and other foreign matter and sand
papering as required.
761.09 Ground Floor - 17.00 Sqm 12938.53 Rupees Seventeen Only ,315/87
As Directed by
Engineer in
charge
88.25 First Floor - 17.17 Sqm 1515.25 Rupees Seventeen Paise Seventeen Only Add 1% for
lift charges
As Directed by
Engineer in
charge
BDO - OIL PAINTING
ContractorNo. of Corrections
13 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may be
more or less
ITEM DESCRIPTION
Estimate
Rate
Rupees in
figure
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate In Words
41
Providing and applying two coats of Appex
Ace White exterior paints of approved colour to
the plastered surface including cleaning,
prepairing the plaster surface applying astered
surfaces applying primer coat, scaffolding if
necessary, and watering the surface for two
days complete.
373.151 Ground Floor - 210.00 Cum 78361.71 Rupees Two Hundred Ten Only ,317/87
As Directed by
Engineer in
charge
112.089 First Floor - 212.00 Cum 23762.87 Rupees Two Hundred Twelve Only Add 1% for
lift charges
As Directed by
Engineer in
charge
42
Providing and applying Plastic emulsion paint of
approved quality colour and shade to old &
new surface in Two coats including scaffolding,
preparing the surfaces. (excluding the primer
coat) complete.
761.090 Ground Floor - 65.00 Sqm 49470.85 Rupees SixtyFive Only Bd-P.6, P.
No.414,331/90
88.250 First Floor - 65.65 Sqm 5793.61 Rupees SixtyFive Paise SixtyFive Only Bd-P.6, P.
No.414
Add 1% for
lift charges
43
Providing and fixing M-40 grade thick vibrated
pull cast or similar type concrete frame with
chamfer conforming to I.S. 6524-1983 having 6
mm dia bars 3 Nos. And strips @250 mm c/c
and fixing in wall with 6 Nos. of hold fast of 12
mm dia bars 500 mm long including primer and
oil painting etc, complete) frame size 60 mm x
125 mm Spec. No.: As directed by engineer-in-
charge.
78.000 Ground floor - 563.00 Rmt 43914.00 Rupees Five Hundred SixtyThree Only ,437/117
As Directed by
Engineer in
charge
BDP - COLOUR WHITE WASING, DISTEMPERING
BDT - DOORS & WINDOWS
ContractorNo. of Corrections
14 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may be
more or less
ITEM DESCRIPTION
Estimate
Rate
Rupees in
figure
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate In Words
18.000 First Floor - 568.00 Rmt 10224.00 Rupees Five Hundred SixtyEight Only Add 1% for
lift charges
As Directed by
Engineer in
charge
44
Providing and fixing single leaf pannelled door
shutter without fanlight and shutter 35mm thick
as per drawing consisting of Ghana T.W. top rail
size 100 x 35mm and bottom and lock rail 200 x
35mm insert pannel 12mm thick commercial
playfaced T.W. partical board with phenol
formaldehyde synthetic resin (Generally
confirming to ISI 3097) excluding frame
including iron oxidised fixture fastening and T.W.
beading at junction of pannels inserts and as
instructed by the Engineer in charge including 3
coats of oil painting etc. complete.
25.62 Ground Floor - 5715.00 Sqm 146418.30Rupees Five Thousand Seven Hundred
Fifteen Only
Bd-T.34, P.
No.499,397/106
3.78 First Floor - 5772.00 Sqm 21818.16Rupees Five Thousand Seven Hundred
SeventyTwo Only
Bd-T.34, P.
No.499
Add 1% for
lift charges
45 3.78
Providing and fixing collapsible steel gate in
one / two leaves with hot rolled vertical
channels of 18x*x3mm minium size, crossing of
M.S. flats of size 18x 5mm T or E section for
runner of minium 40 x6mm size for flange, M.S.
flat for top runner of minium size 40x 12mm with
roller wheels confirming to gate F.G. 150 fitted
with snap headed rivets of minium size 6mm
max spacing of vertical channels be 100mm
enclosed gate position and clear space of
150mm between two sets of crossings with hold
fasts, stoppers, spaces, handles locking
arrangement and one coat fo red primer & oil
painting etc. complete
2451.00 No 9264.78Rupees Two Thousand Four Hundred
FiftyOne Only
Bd-T.57, P.
No.511,411/110
ContractorNo. of Corrections
15 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may be
more or less
ITEM DESCRIPTION
Estimate
Rate
Rupees in
figure
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate In Words
46
Supplying and fixing in position anodized
extruded modular aluminium section Three
Track sliding windows mounted on rectangular
frame of size 100 x 50x 2.80mm thick (2.183
kg/Rmt.) made up of three track drain bottom
section of size92 x 31 x 1.1mm thick (0.911
kg/Rmt.) and top and sides sections of size 92 x
45 x 1.5mm thick (1.284 kg/Rmt.). The shutter
should be of bearing bottom of size 40 x 18 x
1.2mm thick (0.417 kg/Rmt.) top member of size
40 x 18 x 1.20mm thick (0.475 kg/Rmt.)
Interlocking section size of 43 x 27 x 1.30mm
thick (0.558 kg/Rmt.) and handle section of size
43 x 18 x 1.30mm thick (0.424 kg/Rmt.) selected
quality 5.5mm thick clear glass to be fixed in
shutter with neoprene gasket with approved
quality PVC rollers necessary locks handles PVC
lining and wooden encasement wherever
necessary etc. complete as directed by
Engineer in charge.
19.44 Ground Floor - 4435.00 Sqm 86216.40Rupees Four Thousand Four Hundred
ThirtyFive Only ,424/113
As Directed by
Engineer in
charge
3.60 First Floor - 4479.00 Sqm 16124.40Rupees Four Thousand Four Hundred
SeventyNine Only
Add 1% for
lift charges
As Directed by
Engineer in
charge
47
Providing and fixing in position aluminium
louvered windows/ ventilators (IS std.) of various
sizes with powder coating as per detailed
drawings and specifications including
aluminium frames 80 x 38 mm box type 5 mm
thick sheet glass louvers, clips / rubber plain
P.V.C.. gaskets of approved quality etc.
complete.. (Sample to be got approved from
Ex. Engineer before use)
2.16 Ground Floor - 2840.00 Sqm 6134.40Rupees Two Thousand Eight Hundred
Fourty Only ,444/119
As Directed by
Engineer in
charge
ContractorNo. of Corrections
16 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may be
more or less
ITEM DESCRIPTION
Estimate
Rate
Rupees in
figure
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate In Words
48
Providing and fixing mild steel grill work for
windows, ventilators weighing 20.00 kg per
Sq.M. as per drawing, including necessary
fixtures, welding and painting with one coat of
anti-corrosive paint etc. complete.
19.44 Ground Floor - 1584.00 Sqm 30792.96Rupees One Thousand Five Hundred
EightyFour Only
Bd-U.1, P.
No.537,407/125
3.60 First Floor - 1600.00 Sqm 5760.00 Rupees One Thousand Six Hundred Only Bd-U.1, P.
No.537
Add 1% for
lift charges
49
Providing and fixing 900mm high S.S.304 Grade
Stainless steel railing with 40 mm diameter and
1.5 mm thick at top,40mm diameter and 1.5mm
thick vertical supports spaced at 3.3m center to
center and two pipes of 12mm diameter fixed
horizontally including fabricating ,fixtures,
errecting , necessary welding , griding ,
finishing, buffing to stainless steel pipe etc.
complete.
3.96 Ground Floor - 3958.00 Rmt 15673.68Rupees Three Thousand Nine Hundred
FiftyEight Only
Bd-U.2, P.
No.537,759/175
50
Providing & fixing on walls / Ceiling / floors
_________ heavy grade having embossed as ISI
mark galvanised iron pipes with necessary
fitting, remaking good the demolished portion
and applying primer of anti corrosive oil paint,
2 coats tc. complete.
Ground Floor -
15.00 15 mm GI Pipe - 195.00 Rmt 2925.00 Rupees One Hundred NinetyFive Only Bd-V.5, P.
No.551
,478-488/128-
129
10.00 20 mm GI Pipe - 210.00 Rmt 2100.00 Rupees Two Hundred Ten Only Bd-V.5, P.
No.551
,478-488/128-
129
15.00 25 mm GI Pipe - 266.00 Rmt 3990.00 Rupees Two Hundred SixtySix Only Bd-V.5, P.
No.551
,478-488/128-
129
15.00 32 mm GI Pipe - 365.00 Rmt 5475.00 Rupees Three Hundred SixtyFive Only Bd-V.5, P.
No.551
,478-488/128-
129
BDU - IRON WORK
BDV - WATER SUPPLY & SANITARY FITTING
ContractorNo. of Corrections
17 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may be
more or less
ITEM DESCRIPTION
Estimate
Rate
Rupees in
figure
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate In Words
5.00 40 mm GI Pipe - 393.00 Rmt 1965.00 Rupees Three Hundred NinetyThree Only Bd-V.5, P.
No.551
,478-488/128-
129
5.00 50 mm GI Pipe - 476.00 Rmt 2380.00 Rupees Four Hundred SeventySix Only Bd-V.5, P.
No.551
,478-488/128-
129
51
Providing & laying in trenches ______ medium
grade having embossed as ISI mark galvanised
iron pipes of ______ with necessary fitting,
remaking good the demolished portion with
fitting trenches and with primer of anti corrosive
oil paint, 2 coats tc. complete.
Ground Floor -
25.00 15 mm GI Pipe - 165.00 Rmt 4125.00 Rupees One Hundred SixtyFive Only Bd-V.5, P.
No.551
,491-496/129-
130
30.00 20 mm GI Pipe - 191.00 Rmt 5730.00 Rupees One Hundred NinetyOne Only Bd-V.5, P.
No.551
,491-496/129-
130
10.00 25 mm GI Pipe - 252.00 Rmt 2520.00 Rupees Two Hundred FiftyTwo Only Bd-V.5, P.
No.551
,491-496/129-
130
15.00 32 mm GI Pipe - 321.00 Rmt 4815.00 Rupees Three Hundred TwentyOne Only Bd-V.5, P.
No.551
,491-496/129-
130
10.00 40 mm GI Pipe - 378.00 Rmt 3780.00 Rupees Three Hundred SeventyEight Only Bd-V.5, P.
No.551
,491-496/129-
130
10.00 50 mm GI Pipe - 471.00 Rmt 4710.00 Rupees Four Hundred SeventyOne Only Bd-V.5, P.
No.551
,491-496/129-
130
52
Providing and fixing for 25mm dia water meter
with non return value including stainer, sockets/
union nut and including water meter box
making locking arrangement and lock. (
Without chambe)
1.00 25 mm dia water meter 4350.00 Rmt 4350.00Rupees Four Thousand Three Hundred Fifty
Only
Bd-V.7, P.
No.554,501/131
53
Providing and fixing Bib Cock with wall flange
jaquar make continental ( CAT No. Con 047) or
eqivalant including including necessary
sockets/union nut etc. complete.
As Directed by
Engineer in
charge
4.00 Ground Floor - 929.00 No 3716.00 Rupees Nine Hundred TwentyNine Only ,617/148
ContractorNo. of Corrections
18 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may be
more or less
ITEM DESCRIPTION
Estimate
Rate
Rupees in
figure
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate In Words
54
Providing and fixing ____ screw down wheeled
stop tap of brass including necessary sockets /
union nut, testing etc. complete.
Ground Floor -
2.00 25mm - 404.00 No 808.00 Rupees Four Hundred Four Only Bd-V.9, P.
No.555,511/132
First Floor -
1.00 50mm - 722.00 No 722.00 Rupees Seven Hundred TwentyTwo Only Bd-V.9, P.
No.555,514/132
55
Providing and fixing 100 mm dia chromium
plated brass shower rose to 15mm dia supply
pipe including necessary bend and socket
complete.
4.00 Ground Floor - 310.00 No 1240.00 Rupees Three Hundred Ten Only Bd-V.12, P.
No.556,517/133
56
Providing and fixing 45 cm wide mild steel
ladder of 40mm x 6 mm mild steel flat stringers
and steps of 18 mm dia mild steel bar for water
tank including fixing it in 1:2:4 / M-15 cement
concrete block 60cm x 30cm x 30cm &
painting the ladder with 3 coats of oil painting
etc. complete.
6.40 Second Floor - 545.00 Sqm 3488.00 Rupees Five Hundred FourtyFive Only Bd-V.19, P.
No.559,520/133
57
Providing and fixing White glazed earthenware
wash Hand Basin of 55cm x 40 cm size including
cold water piller tap / cold and hot water piller
tap bracket, rubber plugs and brass chain, stop
tap and necessary pipe connections including
PVC water pipe waste pipe and trap up to the
outside face of the wall.
4.00 Ground Floor - 2558.00 No 10232.00Rupees Two Thousand Five Hundred
FiftyEight Only
Bd-V.30, P.
No.565,527/134
58
Providing and laying concrete pipe of IS NP
class ____________ in proper line, level and
slope including necessary collars, excavation,
laying, fixing with collars in cement mortar 1:1
and refilling the trench complete.
ContractorNo. of Corrections
19 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may be
more or less
ITEM DESCRIPTION
Estimate
Rate
Rupees in
figure
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate In Words
a 10.00 150 mm 505.00 Rmt 5050.00 Rupees Five Hundred Five Only Bd-V.41, P.
No.573,540/136
b 10.00 225 mm 560.00 Rmt 5600.00 Rupees Five Hundred Sixty Only Bd-V.41, P.
No.573,541/136
c 10.00 300 mm 816.00 Rmt 8160.00 Rupees Eight Hundred Sixteen Only Bd-V.41, P.
No.573,542/136
59
Providing and constructing Brick Masonry
intercepting Chamber ___________including
1:4:8 Cement Concrete foundation, 1:2:4 C.C.
channels / half round glazed stoneware pipe
pipes, brick masonary plastering from inside
and with frame fixed in cement conctete. with
RCC Cover
4.00 60cm x 45 cm x 90 cm 3893.00 No 15572.00Rupees Three Thousand Eight Hundred
NinetyThree Only
Bd-V.43, P.
No.574,545/137
2.00 90 cm x 45 cm x 90 cm 3957.00 No 7914.00Rupees Three Thousand Nine Hundred
FiftySeven Only
Bd-V.43, P.
No.574,546/137
60 2.00
Providing Soak pit of Size 120cm x 120cm x
120cm inluding excavation and filling with brick
bat
685.00 No 3679.58 Rupees Six Hundred EightyFive Only Bd-V.46, P.
No.576,550/138
61
Providing and fixing 450mm x 550mm size
superior type Belgium mirror with 16mm dia.
Nickel plated towel rod. Etc. complete.
4.00 Ground Floor - 407.00 No 1628.00 Rupees Four Hundred Seven Only ,551/138
As Directed by
Engineer in
charge
62
Providing and fixing chromium plated towel rod
16mm dia and 75 cm in length including all
accessories complete.
4.00 Ground Floor - 170.00 No 680.00 Rupees One Hundred Seventy Only ,562/140
As Directed by
Engineer in
charge
63
Providing and fixing C.P. Wall mixer with
provision for overhead shower with 115mm long
bend pipe & wall flange jaquar make
continental ( CAT. No. Con-273 UPR) or
equivalent including necessary sockets / union
nut etc. complete.
ContractorNo. of Corrections
20 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may be
more or less
ITEM DESCRIPTION
Estimate
Rate
Rupees in
figure
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate In Words
4.00 Ground Floor - 3756.00 No 15024.00Rupees Three Thousand Seven Hundred
FiftySix Only ,612/147
As Directed by
Engineer in
charge
64
Providing and fixing C.P. Pillar cock long neck
with aerator jaquar make continental ( CAT.
No. Con-021) or equivalent including necessary
sockets / union nut etc. complete.
4.00 Ground Floor - 1168.00 No 4672.00Rupees One Thousand One Hundred
SixtyEight Only ,613/148
As Directed by
Engineer in
charge
65
Providing and fixing screw down 15 mm dia.
Sink Cock with flange for cold water of brass
including necessary socket union nut, testing
etc. complete. (Prior approval of sample and
brand by Executive Engineer is necessary
before use) Make Sharp with extended
swinging spout with wall flange.
4.00 Ground Floor - 1606.00 No 6424.00Rupees One Thousand Six Hundred Six
Only ,615/148
As Directed by
Engineer in
charge
66
Providing and fixing European type white
glazed earthenware coupled closet symphonic
trap with symphonic low level white glazed 10
liters cistern with black backlite seat with all
necessary pipe connection etc. complete.
4.00 Ground Floor - 3130.00 No 12520.00Rupees Three Thousand One Hundred
Thirty Only ,638/152
As Directed by
Engineer in
charge
67 2000.00
Providing, & Fixing H.D.P. Container syntex or
alike one piece moulded water tank made out
of heigh density polyethyler and built
corrugated inclusive delivery uo ti distination
housting fixing of accesserries such as inlet,
outlet overflow pipe inclusive of all
8.00 Lit 16000.00 Rupees Eight Only ,585/144
As Directed by
Engineer in
charge
68Providing and fixing 10cm P.V.C. Nahani Trap
with grating etc. complete.
ContractorNo. of Corrections
21 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may be
more or less
ITEM DESCRIPTION
Estimate
Rate
Rupees in
figure
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate In Words
4.00 Ground Floor - 650.00 No 2600.00 Rupees Six Hundred Fifty Only ,533/135
As Directed by
Engineer in
charge
69
Providing and fixing 110mm dia PVC Rain water
pipe with necessary fitting such as bends, tees,
single junctions slotted vent, clamps etc.
complete.
60.00 110mm dia - 375.00 Rmt 22500.00 Rupees Three Hundred SeventyFive Only ,559/139
As Directed by
Engineer in
charge
70 2.00
Providing and fixing hume pipe septic tank
900mm diameter with vent pipe and cap
including necessary (including excavation and
laying)
6760.00 No 13520.00Rupees Six Thousand Seven Hundred Sixty
Only
Bd-V.45, P.
No.575,549/138
72 425.41
Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-II) by treating the
bottom surface and sides for excavation
clorophyriphoas / lendene at the rate of 5 liters
of emulsion concentrates of 0.5 persent of
Aldrin per Sq.m. of surface area covering 10
years guarantee.E
95.00 Sqm 40413.95 Rupees NinetyFive Only ,741/172
As Directed by
Engineer in
charge
73 37.32
Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-II) treatment by
treating the backfill in immedite contact with
foundation at the rate of 7.5 liter of emulsion
concentrates of 0.5 persent of clorophriphas
Hephoclore per Sq.m. of vertical surface area
covering 10 years guarantee.E
80.00 Sqm 2985.60 Rupees Eighty Only ,743/172
As Directed by
Engineer in
charge
75 46.65
Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-I) to the soil
along the external face of building by
punching holes of 1.2 of 1.5 cm dia about 30
percent of clorophyriphas 20 E.C. Hephoclore
at the rate of 7.5 liters emulsion concentrates
per holes and sealing the same with proper
filling & covering 10 years guarantee.
12.00 Sqm 559.80 Rupees Twelve Only ,742/172
As Directed by
Engineer in
charge
BDW - MISCELLANEOUS
ContractorNo. of Corrections
22 Univercity Engineer
Speci.
Clause No.
Page &
Item No. In
PWD DSR
Addittional
Identity if any
Sr.
No.
Quantity
estimated
but may be
more or less
ITEM DESCRIPTION
Estimate
Rate
Rupees in
figure
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate In Words
76
Providing and fixing _____ mm diameter UPVC
soil / vent / waste SWR pipe of required
diameter conforming to IS-13592, and IS-4985 to
withstand continuous internal hydraulic pressure
of 4 kg / cm2 including necessary fixtures and
fittings, such as bends, tees, single junctions,
double junctions and joining with rubber rings
and lurbicants, on wall by means of clips or in
ground including necessary excavation, laying
refilling, trench testing etc. complete. (Prior
approval of sample and brand by Ex. Engineer
is necessary before use) As Directed by
Engineer in charge-
20.00 75 mm dia 310.00 Rmt 6200.00 Rupees Three Hundred Ten Only ,558/139
As Directed by
Engineer in
charge
40.00 110 mm dia 357.00 Rmt 14280.00 Rupees Three Hundred FiftySeven Only 559/139
As Directed by
Engineer in
charge
Total of Assistant Dean bunglow Estimate : 4027994.72
Say 4027995.00
ContractorNo. of Corrections
23 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
1 Excavation for foundation in earth, soil of all
types, sand, gravel and soft murum, including
removing the excavated material up to a
distance of 50 m. beyond the building area &
stacking and spreading as directed,
dewatering, preparing the bed for the
foundation and necessary backfilling,
ramming,watering including shoring and
stutting etc.complete.
95.64 a. Lift upto 1.5 m. 115.00 Cum 10998.21 Rupees One Hundred Fifteen Only Bd.A.1, P.
No.259
,1/9
2 Excavation for foundation in hard murum
including removing the excavated material
upto distance of 50 metres beyond the
building area and stacking and spreading as
directed, dewatering, preparing the bed for
the foundation and necessary backfilling,
ramming, watering including shoring and
strutting etc.complete.
54.43 a. Lift upto 1.5 m. 132.00 Cum 7185.02 Rupees One Hundred ThirtyTwo Only Bd.A.2, P. No.
259
,5/10
Subwork No-19
Name of Work : Construction of Assistant Professor quater in the campus of Agriculture College,atMuktainagar, Dist. Jalgaon, for
Mahatma Phule Krushi Vidyapeeth, Rahuri
Schedule B.Sr.
No.
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 Edition
CIVIL WORK -
Estimate
Rate
Rupees in
figure
UNIT or
Per
Rate in Words
BDA - EXCAVATION
Quantity
estimated
but may be
more or less
ITEM DESCRIPTION Total AMOUNT
according to
estimated
Quantities
ContractorNo. of Corrections
1 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Sr.
No.
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
UNIT or
Per
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION Total AMOUNT
according to
estimated
Quantities
3 Excavation for foundation in soft rock or old
cement or lime masonry foundations including
removing the excavated materials upto a
distance of 50 metres beyond the building
area and stacking as directed including
dewatering, preparing the bed for the
foundation and necessary, watering including
shoring and strutting etc.complete.
54.43 a. Lift upto 1.5 m 305.00 Cum 16601.76 Rupees Three Hundred Five Only Bd.A.4, P. No.
259
,13/12
10.00 b.Lift above 1.5 m 315.00 Cum 3150.00 Rupees Three Hundred Fifteen Only Bd.A.4, P. No.
259
,13/12
4 147.25 Filling in plinth and floors with approved
excavated materials in 15cm to 20cm layers
including watering and compaction etc.
complete.
229.00 Cum 33720.97 Rupees Two Hundred TwentyNine Only Bd-A 10, P. No.
262
RA
5 71.55 Filling in plinth and floors with contractor's Soil's,
Sand or murum in 15 cm to 20 cm layers
including watering, compaction etc.
complete.
614.00 Cum 43933.52 Rupees Six Hundred Fourteen Only Bd-A 11, P. No.
263
RA
6 60.95 Providing dry trap / granite / quartzite / gneiss
rubble stone soling 15 cm to 20 cm thick
including hand packing and compacting
complete.
702.00 Cum 42788.68 Rupees Seven Hundred Two Only Bd-A 11, P. No.
263
RA
7 64.46 Providing and laying in situ cement concrete
in 1:3:6 of trap / granite / quartzite / gneiss
metal for foundation and bedding including
bailing-out water manually formwork,
compacting, covering newly laid concrete by
gunny bag, plastic or tarpaulin, curing etc.
complete.(Wooden planks/ shuttering will not
be allowed)
4089.00 Cum 263593.79 Rupees Four Thousand EightyNine Only Bd-E.1, P.
No.287
RA
BDE - Plain Cement Concrete
BDF - Reinforced Cement Concrete
ContractorNo. of Corrections
2 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Sr.
No.
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
UNIT or
Per
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION Total AMOUNT
according to
estimated
Quantities
8 32.83 Providing and laying in situ cement concrete
of M20 grade of trap / granite / quartzite /
gneiss metal for R.C.C. work in foundations like
raft, Strip foundations, grillage and and
footings of R.C.C. columns and steel
stanchions etc. including bailing-out water
formwork, cover blocks, compaction and
curing roughening the surface if special finish is
to provide ( Excluding reinforcement and
structural steel ) complete.
4988.00 Cum 163766.02 Rupees Four Thousand Nine Hundred
EightyEight Only
Bd-F.3, P.
No.298 & B.7,
P.No. 38
RA
9 Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite /
gneiss metal for R.C.C. columns as per detailed
designs and drawings or as directed including
centering, formwork, cover blocks,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
14.57 Ground Floor - 7178.00 Cum 104603.56 Rupees Seven Thousand One Hundred
SeventyEight Only
Bd-F.5, P.
No.300 & B.7,
P.No. 38
RA
2.98 Fisrt Floor - 7250.00 Cum 21610.80 Rupees Seven Thousand Two Hundred Fifty
Only
Bd-F.5, P.
No.300 & B.7,
P.No. 38
Add 1% for lift
charges
10 Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite /
gneiss metal for R.C.C. beams and lintels as per
detailed designs and drawings or as directed
including centering, formwork, cover blocks,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
ContractorNo. of Corrections
3 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Sr.
No.
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
UNIT or
Per
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION Total AMOUNT
according to
estimated
Quantities
50.83 Ground Floor - 7253.00 368663.65 Rupees Seven Thousand Two Hundred
FiftyThree Only
Bd-F.6, P.
No.300 & B.7,
P.No. 38
RA
11 Providing and casting in situ cement concrete
of M20 gade of trap granite / quartzite / gneiss
metal for R.C.C. slabs and landings canopy
waist slab with steps as per detailed designs
and drawings or as directed including
centering, formwork, cover blocks,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
36.86 Ground Floor - 7518.00 Cum 277082.43 Rupees Seven Thousand Five Hundred Eighteen
Only
Bd-F.8, P.
No.302 & B.7,
P.No. 38
RA
12 Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite /
gneiss metal for R.C.C. chhajja as per detailed
designs and drawings or as directed including
centering, formwork, cover blocks,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
1.97 Ground Floor - 7518.00 Cum 14817.98 Rupees Seven Thousand Five Hundred Eighteen
Only
Bd-F.9, P.
No.303 & B.7,
P.No. 38
RA
13 Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite /
gneiss metal for R.C.C. pardi upto 75mm thick
including centering, formwork, cover block,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
ContractorNo. of Corrections
4 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Sr.
No.
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
UNIT or
Per
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION Total AMOUNT
according to
estimated
Quantities
0.17 Ground Floor - 9116.00 Cum 1538.33 Rupees Nine Thousand One Hundred Sixteen
Only
Bd-F.11, P.
No.304 & B.7,
P.No. 38
RA
14 Pro.& casting in situ cement concrete of M-20
grade of trap granite / quartzite / gneiss metal
for R.C.C. coping to Plinth or Parapet and sill of
doors and windows moulded as per detailed
drawings or chamfered as per approved by
the engineer including centering, formwork,
cover blocks, compacting and roughening
them if special finish is to be provided and
curing complete. ( Excluding reinforcement ).
1.30 First Floor - 5016.00 Cum 6528.10 Rupees Five Thousand Sixteen Only Bd-F.12, P.
No.304 & B.7,
P.No. 38
RA
15 Providing and fixing in position TMT-FE-500
reinforcement of various diameters for R.C.C.
pile caps, footings, foundations, slabs, beams
columns, canopies, staircase, newels, chajjas,
lintels pardis, copings, fins, arches etc. as per
detailed designs, derwing and schedules
including cutting, bending hooking the bars,
binding with wires or tack welding and
supporting as requried complete.
24.00 Ground Floor - 53834.00 MT 1291843.72 Rupees FiftyThree Thousand Eight Hundred
ThirtyFour Only
Bd-F.17, P.
No.306
,130/43
0.75 First Floor - 54372.00 MT 40518.01 Rupees FiftyFour Thousand Three Hundred
SeventyTwo Only
Bd-F.17, P.
No.306
Add 1% for lift
charges
BDG - Brick work
ContractorNo. of Corrections
5 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Sr.
No.
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
UNIT or
Per
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION Total AMOUNT
according to
estimated
Quantities
16 19.43 Providing Second Class Burnt Bricks masonry
with conventional / I.S. type bricks in cement
mortar 1:6 in foundations and plinth of inner
walls / in plinth of external walls including
bailing-out water manually, striking joints on
unexposed faces, raking out joints on exposed
faces and watering complete.
6170.00 Cum 119870.57 Rupees Six Thousand One Hundred Seventy
Only
Bd-G.1, P.
No.313
RA
17 Providing Second Class Burnt Bricks masonry
with conventional IS. Type brick in cement
mortar 1:6 bricks in superstructure including
striking joints, raking out joints, watering and
scaffolding complete.
83.57 Ground Floor - 6370.00 Cum 532330.90 Rupees Six Thousand Three Hundred Seventy
Only
Bd-G.5, P.
No.315
RA
37.52 First Floor - 6434.00 Cum 241377.88 Rupees Six Thousand Four Hundred ThirtyFour
Only
Bd-G.5, P.
No.315
Add 1% for lift
charges
18 Providing Second class Burnt Brick masonary
with conventional / I.s. type bricks in cement
mortar 1:4 in half brick thick wall including mild
steel longitudinal reinforcement of 2 bars of 6
mm diameter / 2 hoop iron strips 25 mm X 1.6
mm at every third course, properly bent and
bounded at ends scaffolding, raking out joints
and watering complete.
163.30 Ground Floor - 916.00 SQM 149586.46 Rupees Nine Hundred Sixteen Only Bd-G.7, P.
No.316
RA
19 Providing internal cement plaster 12mm thick
in a single coat in cement mortar 1:4 without
neeru finish to concrete surface in all positions
including scaffolding and curing etc.
complete.
265.55 Ground Floor - 152.00 Cum 40363.75 Rupees One Hundred FiftyTwo Only Bd-L.1, P.
No.367
RA
BDL - Plastering & Pointing
ContractorNo. of Corrections
6 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Sr.
No.
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
UNIT or
Per
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION Total AMOUNT
according to
estimated
Quantities
15.75 First Floor - 154.00 Cum 2425.50 Rupees One Hundred FiftyFour Only Bd-L.1, P.
No.367
Add 1% for lift
charges
20 Providing neeru finish to plastered surfaces in a
all position including scaffolding and curing
complete.
265.55 Ground Floor - 27.00 Cum 7169.88 Rupees TwentySeven Only Bd-L.10, P.
No.370
,197/62
15.75 First Floor - 27.27 Cum 429.50 Rupees TwentySeven Paise TwentySeven Only Bd-L.10, P.
No.370
Add 1% for lift
charges
22 Providing internal cement plaster 20mm thick
in single coat in cement mortar 1:4
434.55 Ground Floor - 212.00 Cum 92124.60 Rupees Two Hundred Twelve Only Bd-L.2, P.
No.368
RA
61.05 First Floor - 214.00 Cum 13064.70 Rupees Two Hundred Fourteen Only Bd-L.2, P.
No.368
Add 1% for lift
charges
23 Providing neeru finish to plastered surfaces in a
all position including scaffolding and curing
complete.
434.55 Ground Floor - 27.00 Cum 11732.85 Rupees TwentySeven Only Bd-L.10, P.
No.370
,197/62
61.05 First Floor - 27.27 Cum 1664.83 Rupees TwentySeven Paise TwentySeven Only Bd-L.10, P.
No.370
Add 1% for lift
charges
24 Providing sand faced plaster externally in
cement mortar using approved Screened sand
in all positions including base coat of 15mm
thick in C.M. 1:4 using waterproofing
compound at 1kg.per cement bag, curing the
same for not less than 2 days and keeping the
surface of the base coat rough to receive the
sand faced treatment 6 to 8mm thick in C.M.
1:4, finishing the surface by taking out grains
and curing for fourteen days, scaffolding etc.
complete.
561.74 Ground Floor - 324.00 Sqm 182003.27 Rupees Three Hundred TwentyFour Only Bd-L.7, P.
No.369
RA
260.14 First Floor - 327.00 Sqm 85066.60 Rupees Three Hundred TwentySeven Only Bd-L.7, P.
No.369
Add 1% for lift
charges
ContractorNo. of Corrections
7 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Sr.
No.
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
UNIT or
Per
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION Total AMOUNT
according to
estimated
Quantities
25 Providing and fixing about 30cm width
chicken mesh of 24 gauge at the junction of 2
different surface of different material
component at the of plastering to prevent
cracking in plaster surface as and where
directed at all floors with all leads and lifts etc.
complete
134.80 Ground Floor - 89.00 Cum 11997.38 Rupees EightyNine Only ,208/64 As Directed by
Engineer in
charge
13.22 First Floor - 89.89 Cum 1188.17 Rupees EightyNine Paise EightyNine Only Add 1% for lift
charges
As Directed by
Engineer in
charge
26 Providing and applying priming coat
concrete/masonary/Asbestos cement plasterd
surface including scaffolding if necessary,
preparing the surface by throughly cleaning
oil, grease, dirt and other foreign matter and
sand papering as required.
700.10 Ground Floor - 17.00 Sqm 11901.72 Rupees Seventeen Only ,315/87 As Directed by
Engineer in
charge
76.80 First Floor - 17.17 Sqm 1318.66 Rupees Seventeen Paise Seventeen Only Add 1% for lift
charges
As Directed by
Engineer in
charge
27 Providing and applying Plastic emulsion paint
of approved quality colour and shade to old &
new surface in Two coats including
scaffolding, preparing the surfaces. (excluding
the primer coat) complete.
700.10 Ground Floor - 65.00 Sqm 45506.57 Rupees SixtyFive Only Bd-P.6, P.
No.414
,313/90
76.80 First Floor - 65.65 Sqm 5041.92 Rupees SixtyFive Paise SixtyFive Only Bd-P.6, P.
No.414
Add 1% for lift
charges
ContractorNo. of Corrections
8 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Sr.
No.
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
UNIT or
Per
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION Total AMOUNT
according to
estimated
Quantities
28 Providing and applying two coats of Appex
Ace White exterior paints of approved colour
to the plastered surface including cleaning,
prepairing the plaster surface applying astered
surfaces applying primer coat, scaffolding if
necessary, and watering the surface for two
days complete.
561.74 Ground Floor - 210.00 Cum 117965.09 Rupees Two Hundred Ten Only ,317/87 As Directed by
Engineer in
charge
29 labour charges for providing groove in extrnal
plaster having wdith of 2.5 c.m. and spaced at
a distence of 45c.m. etc. completein charge.
18.00 Ground Floor - 21.00 Rmt 378.00 Rupees TwentyOne Only ,204/63 As Directed by
Engineer in
charge
18.00 First Floor - 21.21 Rmt 381.78 Rupees TwentyOne Paise TwentyOne Only Add 1% for lift
charges
As Directed by
Engineer in
charge
30 Providing patti on plastered surface 12 mm to
15 mm thick in c.m. 1:3 in line and level
including neat finishing, scaffolding, curing
etc. complete.
Ground Floor -
10.00 75 mm wide 21.00 Rmt 210.00 Rupees TwentyOne Only ,205/63 As Directed by
Engineer in
charge
10.00 100 mm wide 27.00 Rmt 270.00 Rupees TwentySeven Only ,206/63 As Directed by
Engineer in
charge
10.00 150 mm wide 40.00 Rmt 400.00 Rupees Fourty Only ,207/63 As Directed by
Engineer in
charge
First Floor -
ContractorNo. of Corrections
9 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Sr.
No.
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
UNIT or
Per
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION Total AMOUNT
according to
estimated
Quantities
5.00 75 mm wide 21.21 Rmt 106.05 Rupees TwentyOne Paise TwentyOne Only Add 1% for lift
charges
As Directed by
Engineer in
charge
5.00 100 mm wide 27.27 Rmt 136.35 Rupees TwentySeven Paise TwentySeven Only Add 1% for lift
charges
As Directed by
Engineer in
charge
5.00 150 mm wide 40.40 Rmt 202.00 Rupees Fourty Paise Fourty Only Add 1% for lift
charges
As Directed by
Engineer in
charge
31 Providing and fixing machine cut mirror
polished 18mm to 20mm thick telephone black
/ Amba white/ cat barry brown / RBI red /
Ocean brown granite stone partition with
moulding the edges etc. complete.
4.50 Ground Floor - 3260.00 Sqm 14670.00 Rupees Three Thousand Two Hundred Sixty Only Bd-M.35, P.
No.393
RA
4.50 First Floor - 3292.00 Sqm 14814.00 Rupees Three Thousand Two Hundred
NinetyTwo Only
Bd-M.35, P.
No.393
Add 1% for lift
charges
32 Providing and laying Vitrified Mirror / glossy
finish tiles of Kajaria / Nitco / Asian / Coral or
equivalent make having size 590mm to 605mm
x 590mm to 605mm of 8 to 10mm thickness and
confirming to IS 15, 622 - 2, 006 ( Group Bla) of
approved make, shade and pattern for
flooring in required position laid on a bed of
1:4 cement mortar including neat cement
float, filling joints, curing and cleaning etc.
complete. Rustic Matt Finish
240.54 Ground Floor - 800.00 Sqm 192431.20 Rupees Eight Hundred Only Bd-M.12, P.
No.385
RA
19.83 First Floor - 808.00 Sqm 16020.22 Rupees Eight Hundred Eight Only Bd-M.12, P.
No.385
Add 1% for lift
charges
ContractorNo. of Corrections
10 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Sr.
No.
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
UNIT or
Per
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION Total AMOUNT
according to
estimated
Quantities
33 Providing and laying Vitrified Mirror / glossy
finish tiles of Kajaria / Nitco / Asian / Coral or
equivalent make having size 590mm to 605mm
x 590mm to 605mm of 8 to 10mm thickness and
confirming to IS 15, 622 - 2, 006 ( Group Bla) of
approved make, shade and pattern for Skirting
in required position laid on a bed of 1:4
cement mortar including neat cement float,
filling joints, curing and cleaning etc.
complete.
26.85 Ground Floor - 880.00 Sqm 23629.76 Rupees Eight Hundred Eighty Only Bd-M.12, P.
No.385
RA
2.15 First Floor - 889.00 Sqm 1907.79 Rupees Eight Hundred EightyNine Only Bd-M.12, P.
No.385
Add 1% for lift
charges
34 Providing and laying Ceramic tiles of Kajaria /
Nitco / Asian or equivalent make having sizes
30cm x 45cm approved quality and size 7 mm
thick for dado and skirting in requied position
with ready made adhesive mortar of
approved quality on plaster of 1:2 cement
mortar including joints filling with white/ colour
cement slurry, cleaning, curring complete.
126.60 Ground Floor - 872.00 Sqm 110395.20 Rupees Eight Hundred SeventyTwo Only Bd-M.13, P.
No.386
RA
35 Providing and Antiskid tiles of approved quality
of company Kajaria/nitco/asian or equivalent
make of size 30 cm x 30cm and to IS 15,622-
2,006 ( Group-BIIA) for antiskid flooring in
required position laid on a bed of 1:4 cement
motar including cement float, filling joint with
cement slurry cleaning curing complete.
Rustic Matt Finish
21.06 Ground Floor - 665.00 Sqm 14004.90 Rupees Six Hundred SixtyFive Only Bd-M.12, RA
ContractorNo. of Corrections
11 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Sr.
No.
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
UNIT or
Per
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION Total AMOUNT
according to
estimated
Quantities
36 Providing and fixing machine cut polished
18mm to 20mm thick telephone black / Amba
White / Cat bary brown / RBI red / Ocean
Brown granite stone for treads and resers of
steps and staircase of approved colour and
shade with rounded moulding and three
grooved line for the treads on bed of 1:4
cement mortar including float silling joints with
neat cement slurry curing polishing and
cleaning etc. complete.
37.62 Ground Floor - 3260.00 Sqm 122631.42 Rupees Three Thousand Two Hundred Sixty Only Bd-M.22, P.
No.390
RA
37 Providing and Preparing kitchen otta made up
from 30mm thick and 75mm cm width one side
polished kadappa top 75cm heigh vertical
support for kadappa at 1m. c/c of 25mm thick
both side polished kadappa middel shelf and
bottom of 20mm thick one side polished
kadappa with facia patti of 20 x 50mm
kadappa including all material labour cutting
fixing with cement mortar and araldite curing
polished and cleaning etc. complete.
10.38 Ground Floor - 2379.00 Sqm 24694.02 Rupees Two Thousand Three Hundred
SeventyNine Only
Bd-M.35, P.
No.393
,248/72
38 Providing and Laying Telephone black / Amba
White / catbary Brown / RBI red / Ocean
Brown granite stone of 18 to 20mm thick for
door frame windows frame boxing etc. on
C.m. 1:6 including filing joints with polymer
base filler nosing the sharp edges wherever
necessary, specification.
42.12 Ground Floor - 3260.00 Sqm 137311.20 Rupees Three Thousand Two Hundred Sixty Only Bd-M.12 RA
ContractorNo. of Corrections
12 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Sr.
No.
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
UNIT or
Per
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION Total AMOUNT
according to
estimated
Quantities
39 Supplying and fixing in position anodized
extruded modular aluminium section Three
Track sliding windows mounted on rectangular
frame of size 100 x 50x 2.80mm thick (2.183
kg/Rmt.) made up of three track drain bottom
section of size92 x 31 x 1.1mm thick (0.911
kg/Rmt.) and top and sides sections of size 92 x
45 x 1.5mm thick (1.284 kg/Rmt.). The shutter
should be of bearing bottom of size 40 x 18 x
1.2mm thick (0.417 kg/Rmt.) top member of
size 40 x 18 x 1.20mm thick (0.475 kg/Rmt.)
Interlocking section size of 43 x 27 x 1.30mm
thick (0.558 kg/Rmt.) and handle section of size
43 x 18 x 1.30mm thick (0.424 kg/Rmt.) selected
quality 5.5mm thick clear glass to be fixed in
shutter with neoprene gasket with approved
quality PVC rollers necessary locks handles
PVC lining and wooden encasement wherever
necessary etc. complete as directed by
Engineer in charge.
42.48 Ground Floor - 4435.00 Sqm 188398.80 Rupees Four Thousand Four Hundred ThirtyFive
Only
,224/113 As Directed by
Engineer in
charge
40 Providing and fixing in position aluminium
louvered windows/ ventilators (IS std.) of
various sizes with powder coating as per
detailed drawings and specifications including
aluminium frames 80 x 38 mm box type 5 mm
thick sheet glass louvers, clips / rubber plain
P.V.C.. gaskets of approved quality etc.
complete.. (Sample to be got approved from
Ex. Engineer before use)
ContractorNo. of Corrections
13 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Sr.
No.
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
UNIT or
Per
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION Total AMOUNT
according to
estimated
Quantities
4.32 Ground Floor - 2840.00 Sqm 12268.80 Rupees Two Thousand Eight Hundred Fourty
Only
,444/119 As Directed by
Engineer in
charge
41 Providing and fixing mild steel grill work for
windows, ventilators weighing 20.00 kg per
Sq.M. as per drawing, including necessary
fixtures, welding and painting with one coat of
anti-corrosive paint etc. complete.
42.48 Ground Floor - 1584.00 Sqm 67288.32 Rupees One Thousand Five Hundred EightyFour
Only
Bd-U.1, P.
No.537
,207/125
42 Providing and fixing mild steel grill railing
weighing 20kg per Sq.M. with C.C. teak wood
hand rail of size 75 x 60 mm and sill of 75 x 25
mm for staircase, and verandah including
fabricating, fixtures, erecting, painting grill
work with one coat of anticorrosive paint and
polishing the sill, hand rail with French polishing
etc. complete.
4.50 Ground Floor - 1924.00 Sqm 8658.00 Rupees One Thousand Nine Hundred
TwentyFour Only
,472/125 As Directed by
Engineer in
charge
43 Providing and fixing 900mm high S.S.304 Grade
Stainless steel railing with 40 mm diameter and
1.5 mm thick at top,40mm diameter and
1.5mm thick vertical supports spaced at 3.3m
center to center and two pipes of 12mm
diameter fixed horizontally including
fabricating ,fixtures, errecting , necessary
welding , griding , finishing, buffing to stainless
steel pipe etc. complete.
44.73 Ground Floor - 3958.00 Rmt 177041.34 Rupees Three Thousand Nine Hundred FiftyEight
Only
Bd-U.2, P.
No.537,759/175
ContractorNo. of Corrections
14 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Sr.
No.
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
UNIT or
Per
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION Total AMOUNT
according to
estimated
Quantities
44 Providing and fixing M-40 grade thick vibrated
pull cast or similar type concrete frame with
chamfer conforming to I.S. 6524-1983 having 6
mm dia bars 3 Nos. And strips @250 mm c/c
and fixing in wall with 6 Nos. of hold fast of 12
mm dia bars 500 mm long including primer
and oil painting etc, complete) frame size 60
mm x 125 mm Spec. No.: As directed by
engineer-in-charge.
25.00 Ground floor - 563.00 Rmt 14075.00 Rupees Five Hundred SixtyThree Only ,437/117 As Directed by
Engineer in
charge
45 Providing & laying in trenches ______ medium
grade having embossed as ISI mark galvanised
iron pipes of ______ with necessary fitting,
remaking good the demolished portion with
fitting trenches and with primer of anti
corrosive oil paint, 2 coats tc. complete.
Ground Floor -
10.00 15 mm GI Pipe - 165.00 Rmt 1650.00 Rupees One Hundred SixtyFive Only Bd-V.5, P.
No.551
,491-496/129-
130
25.00 20 mm GI Pipe - 191.00 Rmt 4775.00 Rupees One Hundred NinetyOne Only Bd-V.5, P.
No.551
,491-496/129-
130
20.00 25 mm GI Pipe - 252.00 Rmt 5040.00 Rupees Two Hundred FiftyTwo Only Bd-V.5, P.
No.551
,491-496/129-
130
15.00 32 mm GI Pipe - 321.00 Rmt 4815.00 Rupees Three Hundred TwentyOne Only Bd-V.5, P.
No.551
,491-496/129-
130
20.00 40 mm GI Pipe - 378.00 Rmt 7560.00 Rupees Three Hundred SeventyEight Only Bd-V.5, P.
No.551
,491-496/129-
130
30.00 50 mm GI Pipe - 471.00 Rmt 14130.00 Rupees Four Hundred SeventyOne Only Bd-V.5, P.
No.551
,491-496/129-
130
ContractorNo. of Corrections
15 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Sr.
No.
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
UNIT or
Per
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION Total AMOUNT
according to
estimated
Quantities
46 Providing & fixing on walls / Ceiling / floors
_________ heavy grade having embossed as ISI
mark galvanised iron pipes with necessary
fitting, remaking good the demolished portion
and applying primer of anti corrosive oil paint,
2 coats tc. complete.
Ground Floor -
55.00 15 mm GI Pipe - 195.00 Rmt 10725.00 Rupees One Hundred NinetyFive Only Bd-V.5, P.
No.551
,478-488/128-
129
20.00 20 mm GI Pipe - 210.00 Rmt 4200.00 Rupees Two Hundred Ten Only Bd-V.5, P.
No.551
,478-488/128-
129
20.00 25 mm GI Pipe - 266.00 Rmt 5320.00 Rupees Two Hundred SixtySix Only Bd-V.5, P.
No.551
,478-488/128-
129
15.00 32 mm GI Pipe - 365.00 Rmt 5475.00 Rupees Three Hundred SixtyFive Only Bd-V.5, P.
No.551
,478-488/128-
129
20.00 40 mm GI Pipe - 393.00 Rmt 7860.00 Rupees Three Hundred NinetyThree Only Bd-V.5, P.
No.551
,478-488/128-
129
47 Providing and fixing ____ screw down wheeled
stop tap of brass including necessary sockets /
union nut, testing etc. complete.
Ground Floor -
2.00 25mm - 404.00 No 808.00 Rupees Four Hundred Four Only Bd-V.9, P.
No.555
,511/132
2.00 50mm - 722.00 No 1444.00 Rupees Seven Hundred TwentyTwo Only Bd-V.9, P.
No.555
,514/132
48 Providing and fixing 100 mm dia chromium
plated brass shower rose to 15mm dia supply
pipe including necessary bend and socket
complete.
8.00 Ground Floor - 310.00 No 2480.00 Rupees Three Hundred Ten Only Bd-V.12, P.
No.556
,517/133
ContractorNo. of Corrections
16 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Sr.
No.
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
UNIT or
Per
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION Total AMOUNT
according to
estimated
Quantities
49 Providing and fixing C.P. Wall mixer with
provision for overhead shower with 115mm
long bend pipe & wall flange jaquar make
continental ( CAT. No. Con-273 UPR) or
equivalent including necessary sockets / union
nut etc. complete.
8.00 Ground Floor - 3756.00 No 30048.00 Rupees Three Thousand Seven Hundred FiftySix
Only
,612/147 As Directed by
Engineer in
charge
50 Providing and fixing C.P. Pillar cock long neck
with aerator jaquar make continental ( CAT.
No. Con-021) or equivalent including
necessary sockets / union nut etc. complete.
8.00 Ground Floor - 1168.00 No 9344.00 Rupees One Thousand One Hundred SixtyEight
Only
,613/148 As Directed by
Engineer in
charge
51 Providing and fixing screw down 15 mm dia.
Sink Cock with flange for cold water of brass
including necessary socket union nut, testing
etc. complete. (Prior approval of sample and
brand by Executive Engineer is necessary
before use) Make Sharp with extended
swinging spout with wall flange.
4.00 Ground Floor - 1606.00 No 6424.00 Rupees One Thousand Six Hundred Six Only ,615/148 As Directed by
Engineer in
charge
52 Providing and fixing Bib Cock with wall flange
jaquar make continental ( CAT No. Con 047) or
eqivalant including including necessary
sockets/union nut etc. complete.
8.00 Ground Floor - 929.00 No 7432.00 Rupees Nine Hundred TwentyNine Only ,617/148 As Directed by
Engineer in
charge
ContractorNo. of Corrections
17 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Sr.
No.
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
UNIT or
Per
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION Total AMOUNT
according to
estimated
Quantities
53 Providing and fixing European type white
glazed earthenware coupled closet
symphonic trap with symphonic low level
white glazed 10 liters cistern with black
backlite seat with all necessary pipe
connection etc. complete.
8.00 Ground Floor - 3130.00 No 25040.00 Rupees Three Thousand One Hundred Thirty
Only
,438/152 As Directed by
Engineer in
charge
54 Providing and fixing White glazed earthenware
wash Hand Basin of 55cm x 40 cm size
including cold water piller tap / cold and hot
water piller tap bracket, rubber plugs and
brass chain, stop tap and necessary pipe
connections including PVC water pipe waste
pipe and trap up to the outside face of the
wall.
8.00 Ground Floor - 2558.00 No 20464.00 Rupees Two Thousand Five Hundred FiftyEight
Only
Bd-V.30, P.
No.565
,527/134
55 Providing and fixing 10cm P.V.C. Nahani Trap
with grating etc. complete.
12.00 Ground Floor - 650.00 No 7800.00 Rupees Six Hundred Fifty Only ,533/135 As Directed by
Engineer in
charge
56 Providing and fixing 110mm dia PVC Rain
water pipe with necessary fitting such as
bends, tees, single junctions slotted vent,
clamps etc. complete.
85.60 110mm dia - 375.00 Rmt 32100.00 Rupees Three Hundred SeventyFive Only ,559/139 As Directed by
Engineer in
charge
ContractorNo. of Corrections
18 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Sr.
No.
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
UNIT or
Per
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION Total AMOUNT
according to
estimated
Quantities
57 Providing and constructing Brick Masonry
intercepting Chamber ___________including
1:4:8 Cement Concrete foundation, 1:2:4 C.C.
channels / half round glazed stoneware pipe
pipes, brick masonary plastering from inside
and with frame fixed in cement conctete. with
RCC Cover
5.00 60cm x 45 cm x 90 cm 3893.00 No 19465.00 Rupees Three Thousand Eight Hundred
NinetyThree Only
Bd-V.43, P.
No.574
,545/137
5.00 90 cm x 45 cm x 90 cm 3957.00 No 19785.00 Rupees Three Thousand Nine Hundred
FiftySeven Only
Bd-V.43, P.
No.574
,546/137
58 2.00 Providing and fixing hume pipe septic tank
900mm diameter with vent pipe and cap
including necessary (including excavation and
laying)
6760.00 No 13520.00 Rupees Six Thousand Seven Hundred Sixty Only Bd-V.45, P.
No.575
,549/138
60 Providing & laying water proof treatment to
terrace slab with B.B.coba in all position with
an average thickness of 112 mm consisting
specilised materials as per the manufucture
specifications and covering 10 years
guarantee on court fee stamp paper including
all leads, lifts etc complete.v
277.86 First Floor - 683.00 Sqm 189779.34 Rupees Six Hundred EightyThree Only ra As Directed by
Engineer in
charge
61 Providing water proof bedding for flooring of
Bath and WC 25 mm thick in C.M.1:3 including
using 1 kg of water proof compound per bag
of cement including levelling, curing etc.
complete.
20.16 First Floor - 301.00 Sqm 6068.16 Rupees Three Hundred One Only ra As Directed by
Engineer in
charge
ContractorNo. of Corrections
19 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Sr.
No.
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
UNIT or
Per
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION Total AMOUNT
according to
estimated
Quantities
62 Providing and fixing 45 cm wide mild steel
ladder of 40mm x 6 mm mild steel flat stringers
and steps of 18 mm dia mild steel bar for water
tank including fixing it in 1:2:4 / M-15 cement
concrete block 60cm x 30cm x 30cm &
painting the ladder with 3 coats of oil painting
etc. complete.
3.40 Second Floor - 545.00 Sqm 1853.00 Rupees Five Hundred FourtyFive Only Bd-V.19, P.
No.559
,520/133
63 4000.00 Providing, & Fixing H.D.P. Container syntex or
alike one piece moulded water tank made out
of heigh density polyethyler and built
corrugated inclusive delivery uo ti distination
housting fixing of accesserries such as inlet,
outlet overflow pipe inclusive of all
8.00 Lit 32000.00 Rupees Eight Only ,585/144 As Directed by
Engineer in
charge
64 173.58 Providing and fixing heavy duty inter locking
concrete rubber mould glossy paving blocks of
80mm thickness of having a strength of 400
kg/sq.cm. of approved quality and shape on a
bed of crushed sand of 25 to 30 mm thick
including skirting joints and cleaning etc.
complete.h
750.00 Sqm 130185.00 Rupees Seven Hundred Fifty Only ,262/76 As Directed by
Engineer in
charge
65 495.36 Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-II) by treating
the bottom surface and sides for excavation
clorophyriphoas / lendene at the rate of 5 liters
of emulsion concentrates of 0.5 persent of
Aldrin per Sq.m. of surface area covering 10
years guarantee.E
665.00 Sqm 329414.40 Rupees Six Hundred SixtyFive Only I.No.-42, P.No-
120
As Directed by
Engineer in
charge
ContractorNo. of Corrections
20 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Sr.
No.
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
UNIT or
Per
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION Total AMOUNT
according to
estimated
Quantities
66 70.26 Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-II) treatment by
treating the backfill in immedite contact with
foundation at the rate of 7.5 liter of emulsion
concentrates of 0.5 persent of clorophriphas
Hephoclore per Sq.m. of vertical surface area
covering 10 years guarantee.E
95.00 Sqm 6674.70 Rupees NinetyFive Only ,741/172 As Directed by
Engineer in
charge
67 266.38 Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-II) by treating
the top surface of plinth filling at the rate of 5
liter of emulsion concentrates of 0.5 persent of
Hephoclore per Sq.m. of surface area covering
10 years guarantee.E
80.00 Sqm 21310.32 Rupees Eighty Only ,743/172 As Directed by
Engineer in
charge
68 87.83 Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-I) to the soil
along the external face of building by
punching holes of 1.2 of 1.5 cm dia about 30
percent of clorophyriphas 20 E.C. Hephoclore
at the rate of 7.5 liters emulsion concentrates
per holes and sealing the same with proper
filling & covering 10 years guarantee.
12.00 Sqm 1053.90 Rupees Twelve Only ,742/172 As Directed by
Engineer in
charge
69 Providing and laying concrete pipe of IS NP
class ____________ in proper line, level and
slope including necessary collars, excavation,
laying, fixing with collars in cement mortar 1:1
and refilling the trench complete.
a 15.00 150 mm 505.00 Rmt 7575.00 Rupees Five Hundred Five Only Bd-V.41, P.
No.573
,540/136
b 10.00 225 mm 560.00 Rmt 5600.00 Rupees Five Hundred Sixty Only Bd-V.41, P.
No.573
,541/136
c 10.00 300 mm 816.00 Rmt 8160.00 Rupees Eight Hundred Sixteen Only Bd-V.41, P.
No.573
,542/136
ContractorNo. of Corrections
21 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Sr.
No.
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
UNIT or
Per
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION Total AMOUNT
according to
estimated
Quantities
71 Providing and fixing for 25mm dia water meter
with non return value including stainer,
sockets/ union nut and including water meter
box making locking arrangement and lock. (
Without chambe)
1.00 25 mm dia water meter 350.00 No 350.00 Rupees Three Hundred Fifty Only Bd-V.7, P.
No.554
,501/131
72 2.00 Providing Soak pit of Size 120cm x 120cm x
120cm inluding excavation and filling with
brick bat
685.00 No 1370.00 Rupees Six Hundred EightyFive Only Bd-V.46, P.
No.576
,550/138
73 Providing and fixing chromium plated towel
rod 16mm dia and 75 cm in length including
all accessories complete.
8.00 Ground Floor - 170.00 No 1360.00 Rupees One Hundred Seventy Only ,562/140 As Directed by
Engineer in
charge
74 8.19 Providing and fixing collapsible steel gate in
one / two leaves with hot rolled vertical
channels of 18x*x3mm minium size, crossing of
M.S. flats of size 18x 5mm T or E section for
runner of minium 40 x6mm size for flange, M.S.
flat for top runner of minium size 40x 12mm with
roller wheels confirming to gate F.G. 150 fitted
with snap headed rivets of minium size 6mm
max spacing of vertical channels be 100mm
enclosed gate position and clear space of
150mm between two sets of crossings with hold
fasts, stoppers, spaces, handles locking
arrangement and one coat fo red primer & oil
painting etc. complete
2451.00 Sqm 20073.69 Rupees Two Thousand Four Hundred FiftyOne
Only
Bd-T.57, P.
No.511
,411/110
75 Providing and fixing 450mm x 550mm size
superior type Belgium mirror with 16mm dia.
Nickel plated towel rod. Etc. complete.
ContractorNo. of Corrections
22 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Sr.
No.
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 Edition
Estimate
Rate
Rupees in
figure
UNIT or
Per
Rate in WordsQuantity
estimated
but may be
more or less
ITEM DESCRIPTION Total AMOUNT
according to
estimated
Quantities
8.00 Ground Floor - 407.00 No 3256.00 Rupees Four Hundred Seven Only ,551/138 As Directed by
Engineer in
charge
76 Providing and fixing _____ mm diameter UPVC
soil / vent / waste SWR pipe of required
diameter conforming to IS-13592, and IS-4985
to withstand continuous internal hydraulic
pressure of 4 kg / cm2 including necessary
fixtures and fittings, such as bends, tees, single
junctions, double junctions and joining with
rubber rings and lurbicants, on wall by means
of clips or in ground including necessary
excavation, laying refilling, trench testing etc.
complete. (Prior approval of sample and
brand by Ex. Engineer is necessary before use)
As Directed by Engineer in charge-
30.00 75 mm dia 310.00 Rmt 9300.00 Rupees Three Hundred Ten Only ,558/139 As Directed by
Engineer in
charge
60.00 110 mm dia 357.00 Rmt 21420.00 Rupees Three Hundred FiftySeven Only ,559/139 As Directed by
Engineer in
charge
Total
Estimated
cost of Asst.
Professor
Quater =
6593906.99
Say 6593907.00
ContractorNo. of Corrections
23 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
1 Excavation for foundation in earth, soil of all
types, sand, gravel and soft murum, including
removing the excavated material up to a
distance of 50 m. beyond the building area &
stacking and spreading as directed,
dewatering, preparing the bed for the
foundation and necessary backfilling,
ramming,watering including shoring and
stutting etc.complete.
85.620 a. Lift upto 1.5 m. 115.00 Cum 9846.32 Rupees One Hundred Fifteen Only Bd.A.1, P.
No.259
,1/9
2 Excavation for foundation in hard murum
including removing the excavated material
upto distance of 50 metres beyond the
building area and stacking and spreading as
directed, dewatering, preparing the bed for
the foundation and necessary backfilling,
ramming, watering including shoring and
strutting etc.complete.
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
CIVIL WORK -
BDA - EXCAVATION
Subwork No-21
Name of Work : Construction of SRA and JRA quater in the campus of Agriculture College,at Muktianagar , Dist. Jalgaon,
for Mahatma Phule Krushi Vidyapeeth, Rahuri
Schedule - B
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
ContractorNo. of Corrections
1 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
49.248 a. Lift upto 1.5 m. 132.00 Cum 6500.74 Rupees One Hundred ThirtyTwo Only Bd.A.2, P. No.
259
,5/10
3 Excavation for foundation in soft rock or old
cement or lime masonry foundations including
removing the excavated materials upto a
distance of 50 metres beyond the building
area and stacking as directed including
dewatering, preparing the bed for the
foundation and necessary, watering including
shoring and strutting etc.complete.
49.248 a. Lift upto 1.5 m 305.00 Cum 15020.64 Rupees Three Hundred Five Only Bd.A.4, P. No.
259
,13/12
0.000 b.Lift above 1.5 m 315.00 Cum 0.00 Rupees Three Hundred Fifteen Only Bd.A.4, P. No.
259
,13/12
4 131.815 Filling in plinth and floors with approved
excavated materials in 15cm to 20cm layers
including watering and compaction etc.
complete.
229.00 Cum 30185.60 Rupees Two Hundred TwentyNine Only Bd-A 10, P. No.
262
RA
5 51.710 Filling in plinth and floors with contractor's
Soil's, Sand or murum in 15 cm to 20 cm layers
including watering, compaction etc.
complete.
614.00 Cum 31750.19 Rupees Six Hundred Fourteen Only Bd-A 11, P. No.
263
RA
6 44.050 Providing dry trap / granite / quartzite / gneiss
rubble stone soling 15 cm to 20 cm thick
including hand packing and compacting
complete.
702.00 Cum 30922.82 Rupees Seven Hundred Two Only Bd-A 11, P. No.
263
RA
ContractorNo. of Corrections
2 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
7 50.639 Providing and laying in situ cement concrete
in 1:3:6 of trap / granite / quartzite / gneiss
metal for foundation and bedding including
bailing-out water manually formwork,
compacting, covering newly laid concrete by
gunny bag, plastic or tarpaulin, curing etc.
complete.(Wooden planks/ shuttering will not
be allowed)
4089.00 Cum 207062.67 Rupees Four Thousand EightyNine Only Bd-E.1, P.
No.287
RA
8 32.35 Providing and laying in situ cement concrete
of M20 grade of trap / granite / quartzite /
gneiss metal for R.C.C. work in foundations like
raft, Strip foundations, grillage and and
footings of R.C.C. columns and steel
stanchions etc. including bailing-out water
formwork, cover blocks, compaction and
curing roughening the surface if special finish
is to provide ( Excluding reinforcement and
structural steel ) complete.
4988.00 Cum 161339.85 Rupees Four Thousand Nine Hundred
EightyEight Only
Bd-F.3, P.
No.298 & B.7,
P.No. 38
RA
BDE - Plain Cement Concrete
BDF - Reinforced Cement Concrete
ContractorNo. of Corrections
3 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
9 Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite /
gneiss metal for R.C.C. columns as per
detailed designs and drawings or as directed
including centering, formwork, cover blocks,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
17.305 Ground Floor - 7178.00 Cum 124216.73 Rupees Seven Thousand One Hundred
SeventyEight Only
Bd-F.5, P.
No.300 & B.7,
P.No. 38
RA
12.586 Fisrt Floor - 7250.00 Cum 91245.60 Rupees Seven Thousand Two Hundred
Fifty Only
Bd-F.5, P.
No.300 & B.7,
P.No. 38
RA
4.637 Second Floor - 7322.00 Cum 33950.65 Rupees Seven Thousand Three
Hundred TwentyTwo Only
Bd-F.5, P.
No.300 & B.7,
P.No. 38
RA
10 Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite /
gneiss metal for R.C.C. beams and lintels as
per detailed designs and drawings or as
directed including centering, formwork, cover
blocks, compaction and curing roughening
the surface if special finish is to provide (
Excluding reinforcement and structural steel )
complete.
40.141 Ground Floor - 7253.00 291145.86 Rupees Seven Thousand Two Hundred
FiftyThree Only
Bd-F.6, P.
No.300 & B.7,
P.No. 38
RA
ContractorNo. of Corrections
4 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
22.433 First Floor - 7326.00 164341.15 Rupees Seven Thousand Three
Hundred TwentySix Only
Bd-F.6, P.
No.300 & B.7,
P.No. 38
Add 1% for lift
charges
2.919 Second Floor - 7398.00 21592.54 Rupees Seven Thousand Three
Hundred NinetyEight Only
Bd-F.6, P.
No.300 & B.7,
P.No. 38
Add 1% for lift
charges
11 Providing and casting in situ cement concrete
of M20 gade of trap granite / quartzite / gneiss
metal for R.C.C. slabs and landings canopy
waist slab with steps as per detailed designs
and drawings or as directed including
centering, formwork, cover blocks,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
24.533 Ground Floor - 7518.00 Cum 184435.79 Rupees Seven Thousand Five Hundred
Eighteen Only
Bd-F.8, P.
No.302 & B.7,
P.No. 38
RA
24.533 First Floor - 7593.00 Cum 186275.73 Rupees Seven Thousand Five Hundred
NinetyThree Only
Bd-F.8, P.
No.302 & B.7,
P.No. 38
Add 1% for lift
charges
1.901 Second Floor - 7668.00 14575.33 Rupees Seven Thousand Six Hundred
SixtyEight Only
Bd-F.8, P.
No.302 & B.7,
P.No. 38
Add 1% for lift
charges
ContractorNo. of Corrections
5 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
12 Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite /
gneiss metal for R.C.C. chhajja as per detailed
designs and drawings or as directed including
centering, formwork, cover blocks,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
1.823 Ground Floor - 7518.00 Cum 13701.56 Rupees Seven Thousand Five Hundred
Eighteen Only
Bd-F.9, P.
No.303 & B.7,
P.No. 38
RA
1.823 First Floor - 7593.00 Cum 13838.24 Rupees Seven Thousand Five Hundred
NinetyThree Only
Bd-F.9, P.
No.303 & B.7,
P.No. 38
Add 1% for lift
charges
0.465 Second Floor - 7668.00 3562.74 Rupees Seven Thousand Six Hundred
SixtyEight Only
Bd-F.9, P.
No.303 & B.7,
P.No. 38
Add 1% for lift
charges
13 Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite /
gneiss metal for R.C.C. pardi upto 75mm thick
including centering, formwork, cover block,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
0.198 Ground Floor - 9116.00 Cum 1804.97 Rupees Nine Thousand One Hundred
Sixteen Only
Bd-F.11, P.
No.304 & B.7,
P.No. 38
RA
ContractorNo. of Corrections
6 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
0.198 First Floor - 9207.00 Cum 1822.99 Rupees Nine Thousand Two Hundred
Seven Only
Bd-F.11, P.
No.304 & B.7,
P.No. 38
Add 1% for lift
charges
14 Pro.& casting in situ cement concrete of M-20
grade of trap granite / quartzite / gneiss metal
for R.C.C. coping to Plinth or Parapet and sill of
doors and windows moulded as per detailed
drawings or chamfered as per approved by
the engineer including centering, formwork,
cover blocks, compacting and roughening
them if special finish is to be provided and
curing complete. ( Excluding reinforcement ).
3.077 Second Floor - 5016.00 Cum 15436.24 Rupees Five Thousand Sixteen Only Bd-F.12, P.
No.304 & B.7,
P.No. 38
RA
15 Providing and fixing in position TMT-FE-500
reinforcement of various diameters for R.C.C.
pile caps, footings, foundations, slabs, beams
columns, canopies, staircase, newels, chajjas,
lintels pardis, copings, fins, arches etc. as per
detailed designs, derwing and schedules
including cutting, bending hooking the bars,
binding with wires or tack welding and
supporting as requried complete.
20.199 Ground Floor - 53834.00 MT 1087416.09 Rupees FiftyThree Thousand Eight
Hundred ThirtyFour Only
Bd-F.17, P.
No.306
,130/43
11.358 First Floor - 54372.00 MT 617543.96 Rupees FiftyFour Thousand Three
Hundred SeventyTwo Only
Bd-F.17, P.
No.306
Add 1% for lift
charges
ContractorNo. of Corrections
7 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
2.114 Second Floor - 54910.00 MT 116068.86 Rupees FiftyFour Thousand Nine
Hundred Ten Only
Bd-F.17, P.
No.306
Add 1% for lift
charges
16 15.787 Providing Second Class Burnt Bricks masonry
with conventional / I.S. type bricks in cement
mortar 1:6 in foundations and plinth of inner
walls / in plinth of external walls including
bailing-out water manually, striking joints on
unexposed faces, raking out joints on exposed
faces and watering complete.
6170.00 Cum 97407.95 Rupees Six Thousand One Hundred
Seventy Only
Bd-G.1, P.
No.313
RA
17 Providing Second Class Burnt Bricks masonry
with conventional IS. Type brick in cement
mortar 1:6 bricks in superstructure including
striking joints, raking out joints, watering and
scaffolding complete.
47.289 Ground Floor - 6370.00 Cum 301231.89 Rupees Six Thousand Three Hundred
Seventy Only
Bd-G.5, P.
No.315
RA
47.289 First Floor - 6434.00 Cum 304258.39 Rupees Six Thousand Four Hundred
ThirtyFour Only
Bd-G.5, P.
No.315
Add 1% for lift
charges
27.120 Second Floor - 6497.00 Cum 176197.08 Rupees Six Thousand Four Hundred
NinetySeven Only
Bd-G.5, P.
No.315
Add 1% for lift
charges
BDG - Brick work
ContractorNo. of Corrections
8 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
18 Providing Second class Burnt Brick masonary
with conventional / I.s. type bricks in cement
mortar 1:4 in half brick thick wall including mild
steel longitudinal reinforcement of 2 bars of 6
mm diameter / 2 hoop iron strips 25 mm X 1.6
mm at every third course, properly bent and
bounded at ends scaffolding, raking out joints
and watering complete.
139.507 Ground Floor - 916.00 SQM 127788.41 Rupees Nine Hundred Sixteen Only Bd-G.7, P.
No.316
RA
139.507 First Floor - 925.00 SQM 129043.98 Rupees Nine Hundred TwentyFive Only Bd-G.7, P.
No.316
Add 1% for lift
charges
19 Providing internal cement plaster 12mm thick
in a single coat in cement mortar 1:4 without
neeru finish to concrete surface in all positions
including scaffolding and curing etc.
complete.
193.848 Ground Floor - 152.00 Cum 29464.90 Rupees One Hundred FiftyTwo Only Bd-L.1, P.
No.367
RA
193.848 First Floor - 154.00 Cum 29852.59 Rupees One Hundred FiftyFour Only Bd-L.1, P.
No.367
Add 1% for lift
charges
15.840 Second Floor - 155.00 Cum 2455.20 Rupees One Hundred FiftyFive Only Bd-L.1, P.
No.367
Add 1% for lift
charges
20 Providing neeru finish to plastered surfaces in a
all position including scaffolding and curing
complete.
193.848 Ground Floor - 27.00 Cum 5233.90 Rupees TwentySeven Only Bd-L.10, P.
No.370
,197/62
BDL - Plastering & Pointing
ContractorNo. of Corrections
9 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
193.848 First Floor - 27.27 Cum 5286.23 Rupees TwentySeven Paise
TwentySeven Only
Bd-L.10, P.
No.370
Add 1% for lift
charges
15.840 Second Floor - 27.54 Cum 436.23 Rupees TwentySeven Paise FiftyFour
Only
Bd-L.10, P.
No.370
Add 1% for lift
charges
22 Providing internal cement plaster 20 mm thick
in single coat in cement mortar 1:4 without
neeru finish to concrete or brick surfaces, in all
positions including scaffolding, and curing
complete.
405.666 Ground Floor - 212.00 Cum 86001.19 Rupees Two Hundred Twelve Only Bd-L.2, P.
No.368
RA
405.666 First Floor - 214.00 Cum 86812.52 Rupees Two Hundred Fourteen Only Bd-L.2, P.
No.368
Add 1% for lift
charges
46.260 Second Floor - 216.00 Cum 9992.16 Rupees Two Hundred Sixteen Only Bd-L.2, P.
No.368
Add 1% for lift
charges
23 Providing neeru finish to plastered surfaces in a
all position including scaffolding and curing
complete.
405.666 Ground Floor - 27.00 Cum 10952.98 Rupees TwentySeven Only Bd-L.10, P.
No.370
,197/62
405.666 First Floor - 27.27 Cum 11062.51 Rupees TwentySeven Paise
TwentySeven Only
Bd-L.10, P.
No.370
Add 1% for lift
charges
46.260 Second Floor - 27.54 Cum 1274.00 Rupees TwentySeven Paise FiftyFour
Only
Bd-L.10, P.
No.370
Add 1% for lift
charges
ContractorNo. of Corrections
10 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
24
Providing sand faced plaster externally in
cement mortar using approved Screened
sand in all positions including base coat of
15mm thick in C.M. 1:4 using waterproofing
compound at 1kg.per cement bag, curing the
same for not less than 2 days and keeping the
surface of the base coat rough to receive the
sand faced treatment 6 to 8mm thick in C.M.
1:4, finishing the surface by taking out grains
and curing for fourteen days, scaffolding etc.
complete.
415.366 Ground Floor - 324.00 Sqm 134578.58Rupees Three Hundred TwentyFour
Only
Bd-L.7, P.
No.369RA
382.474 First Floor - 327.00 Sqm 125069.00Rupees Three Hundred TwentySeven
Only
Bd-L.7, P.
No.369
Add 1% for lift
charges
379.727 Second Floor - 330.00 Sqm 125309.91 Rupees Three Hundred Thirty Only Bd-L.7, P.
No.369
Add 1% for lift
charges
25
Providing and fixing about 30cm width
chicken mesh of 24 gauge at the junction of 2
different surface of different material
component at the of plastering to prevent
cracking in plaster surface as and where
directed at all floors with all leads and lifts etc.
complete
108.960 Ground Floor - 89.00 Cum 9697.44 Rupees EightyNine Only ,208/64
As Directed by
Engineer in
charge
108.960 First Floor - 89.89 Cum 9794.41Rupees EightyNine Paise EightyNine
Only
Add 1% for lift
charges
As Directed by
Engineer in
charge
ContractorNo. of Corrections
11 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
26
Providing and applying priming coat
concrete/masonary/Asbestos cement plasterd
surface including scaffolding if necessary,
preparing the surface by throughly cleaning
oil, grease, dirt and other foreign matter and
sand papering as required.
599.514 Ground Floor - 17.00 Sqm 10191.74 Rupees Seventeen Only ,315/87
As Directed by
Engineer in
charge
599.514 First Floor - 17.17 Sqm 10293.66Rupees Seventeen Paise Seventeen
Only
Add 1% for lift
charges
As Directed by
Engineer in
charge
62.100 Second Floor - 17.34 Sqm 1076.81Rupees Seventeen Paise ThirtyFour
Only
Add 1% for lift
charges
As Directed by
Engineer in
charge
27
Providing and applying Plastic emulsion paint
of approved quality colour and shade to old
& new surface in Two coats including
scaffolding, preparing the surfaces. (excluding
the primer coat) complete.
599.514 Ground Floor - 65.00 Sqm 38968.41 Rupees SixtyFive Only Bd-P.6, P.
No.414,331/90
599.514 First Floor - 65.65 Sqm 39358.09 Rupees SixtyFive Paise SixtyFive Only Bd-P.6, P.
No.414
Add 1% for lift
charges
62.100 Second Floor - 66.00 Sqm 4098.60 Rupees SixtySix Only Bd-P.6, P.
No.414
Add 1% for lift
charges
ContractorNo. of Corrections
12 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
28
Providing and applying two coats of Appex
Ace White exterior paints of approved colour
to the plastered surface including cleaning,
prepairing the plaster surface applying
astered surfaces applying primer coat,
scaffolding if necessary, and watering the
surface for two days complete.
415.366 Ground Floor - 210.00 Cum 87226.86 Rupees Two Hundred Ten Only ,317/87
As Directed by
Engineer in
charge
382.474 First Floor - 212.00 Cum 81084.49 Rupees Two Hundred Twelve Only Add 1% for lift
charges
As Directed by
Engineer in
charge
379.727 Second Floor - 214.00 Cum 81261.58 Rupees Two Hundred Fourteen Only Add 1% for lift
charges
As Directed by
Engineer in
charge
29
labour charges for providing groove in extrnal
plaster having wdith of 2.5 c.m. and spaced at
a distence of 45c.m. etc. completein charge.
72.00 Ground Floor - 21.00 Rmt 1512.00 Rupees TwentyOne Only ,204/63
As Directed by
Engineer in
charge
72.00 First Floor - 21.21 Rmt 1527.12Rupees TwentyOne Paise TwentyOne
Only
Add 1% for lift
charges
As Directed by
Engineer in
charge
20.10 Second Floor - 21.42 Rmt 430.54Rupees TwentyOne Paise FourtyTwo
Only
Add 1% for lift
charges
As Directed by
Engineer in
charge
ContractorNo. of Corrections
13 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
30
Providing patti on plastered surface 12 mm to
15 mm thick in c.m. 1:3 in line and level
including neat finishing, scaffolding, curing
etc. complete.
Ground Floor -
10.00 75 mm wide 21.00 Rmt 210.00 Rupees TwentyOne Only ,205/63
As Directed by
Engineer in
charge
10.00 100 mm wide 27.00 Rmt 270.00 Rupees TwentySeven Only ,206/63
As Directed by
Engineer in
charge
10.00 150 mm wide 40.00 Rmt 400.00 Rupees Fourty Only 207/63
As Directed by
Engineer in
charge
First Floor -
10.00 75 mm wide 21.21 Rmt 212.10Rupees TwentyOne Paise TwentyOne
Only
Add 1% for lift
charges
As Directed by
Engineer in
charge
10.00 100 mm wide 27.27 Rmt 272.70Rupees TwentySeven Paise
TwentySeven Only
Add 1% for lift
charges
As Directed by
Engineer in
charge
10.00 150 mm wide 40.40 Rmt 404.00 Rupees Fourty Paise Fourty Only Add 1% for lift
charges
As Directed by
Engineer in
charge
Second Floor -
5.00 75 mm wide 21.42 Rmt 107.10Rupees TwentyOne Paise FourtyTwo
Only
Add 1% for lift
charges
As Directed by
Engineer in
charge
5.00 100 mm wide 27.54 Rmt 137.70Rupees TwentySeven Paise FiftyFour
Only
Add 1% for lift
charges
As Directed by
Engineer in
charge
ContractorNo. of Corrections
14 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
5.00 150 mm wide 40.80 Rmt 204.00 Rupees Fourty Paise Eighty Only Add 1% for lift
charges
As Directed by
Engineer in
charge
31
Providing and fixing machine cut mirror
polished 18mm to 20mm thick telephone
black / Amba white/ cat barry brown / RBI red
/ Ocean brown granite stone partition with
moulding the edges etc. complete.
9.00 Ground Floor - 3260.00 Sqm 29340.00Rupees Three Thousand Two Hundred
Sixty Only
Bd-M.35, P.
No.393RA
9.00 First Floor - 3293.00 Sqm 29637.00Rupees Three Thousand Two Hundred
NinetyThree Only
Bd-M.35, P.
No.393
Add 1% for lift
charges
32
Providing and laying Vitrified Mirror / glossy
finish tiles of Kajaria / Nitco / Asian / Coral or
equivalent make having size 590mm to 605mm
x 590mm to 605mm of 8 to 10mm thickness
and confirming to IS 15, 622 - 2, 006 ( Group
Bla) of approved make, shade and pattern for
flooring in required position laid on a bed of
1:4 cement mortar including neat cement
float, filling joints, curing and cleaning etc.
complete. Rustic Matt Finish
183.420 Ground Floor - 800.00 Sqm 146736.00 Rupees Eight Hundred Only Bd-M.12, P.
No.385RA
174.948 First Floor - 808.00 Sqm 141357.98 Rupees Eight Hundred Eight Only Bd-M.12, P.
No.385
Add 1% for lift
charges
ContractorNo. of Corrections
15 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
33
Providing and laying Vitrified Mirror / glossy
finish tiles of Kajaria / Nitco / Asian / Coral or
equivalent make having size 590mm to 605mm
x 590mm to 605mm of 8 to 10mm thickness
and confirming to IS 15, 622 - 2, 006 ( Group
Bla) of approved make, shade and pattern for
Skirting in required position laid on a bed of 1:4
cement mortar including neat cement float,
filling joints, curing and cleaning etc.
complete. Rustic MAtt Finish
21.808 Ground Floor - 880.00 Sqm 19191.04 Rupees Eight Hundred Eighty Only Bd-M.12, P.
No.385RA
21.808 First Floor - 889.00 Sqm 19387.31 Rupees Eight Hundred EightyNine Only Bd-M.12, P.
No.385
Add 1% for lift
charges
34
Providing and laying Ceramic tiles of Kajaria /
Nitco / Asian or equivalent make having sizes
30cm x 45cm approved quality and size 7 mm
thick for dado and skirting in requied position
with ready made adhesive mortar of
approved quality on plaster of 1:2 cement
mortar including joints filling with white/ colour
cement slurry, cleaning, curring complete.
108.990 Ground Floor - 872.00 Sqm 95039.28Rupees Eight Hundred SeventyTwo
Only
Bd-M.13, P.
No.386RA
108.990 First Floor - 881.00 Sqm 96020.19 Rupees Eight Hundred EightyOne Only Bd-M.13, P.
No.386
Add 1% for lift
charges
ContractorNo. of Corrections
16 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
35
Providing and Antiskid tiles of approved
quality of company Kajaria/nitco/asian or
equivalent make of size 30 cm x 30cm and to
IS 15,622-2,006 ( Group-BIIA) for antiskid flooring
in required position laid on a bed of 1:4
cement motar including cement float, filling
joint with cement slurry cleaning curing
complete.
16.020 Ground Floor - 665.00 Sqm 10653.30 Rupees Six Hundred SixtyFive Only Bd-M.12, RA
16.020 First Floor - 672.00 Sqm 10765.44 Rupees Six Hundred SeventyTwo Only Bd-M.12,Add 1% for lift
charges
36
Providing and fixing machine cut polished
18mm to 20mm thick telephone black / Amba
White / Cat bary brown / RBI red / Ocean
Brown granite stone for treads and resers of
steps and staircase of approved colour and
shade with rounded moulding and three
grooved line for the treads on bed of 1:4
cement mortar including float silling joints with
neat cement slurry curing polishing and
cleaning etc. complete.
19.500 Ground Floor - 3260.00 Sqm 63570.00Rupees Three Thousand Two Hundred
Sixty Only
Bd-M.22, P.
No.390RA
14.780 First Floor - 3293.00 Sqm 48670.54Rupees Three Thousand Two Hundred
NinetyThree Only
Bd-M.22, P.
No.390
Add 1% for lift
charges
ContractorNo. of Corrections
17 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
37
Providing and Preparing kitchen otta made up
from 30mm thick and 75mm cm width one
side polished kadappa top 75cm heigh
vertical support for kadappa at 1m. c/c of
25mm thick both side polished kadappa
middel shelf and bottom of 20mm thick one
side polished kadappa with facia patti of 20 x
50mm kadappa including all material labour
cutting fixing with cement mortar and araldite
curing polished and cleaning etc. complete.
8.10 Ground Floor - 2379.00 Sqm 19269.90Rupees Two Thousand Three Hundred
SeventyNine Only
Bd-M.35, P.
No.393,248/73
8.10 First Floor - 2403.00 Sqm 19464.30Rupees Two Thousand Four Hundred
Three Only
Bd-M.35, P.
No.393
Add 1% for lift
charges
38
Providing and Laying Telephone black / Amba
White / catbary Brown / RBI red / Ocean
Brown granite stone of 18 to 20mm thick for
door frame windows frame boxing etc. on
C.m. 1:6 including filing joints with polymer
base filler nosing the sharp edges wherever
necessary, specification.
28.152 Ground Floor - 3260.00 Sqm 91775.52Rupees Three Thousand Two Hundred
Sixty Only Bd-M.12 RA
28.152 First Floor - 3293.00 Sqm 92704.54Rupees Three Thousand Two Hundred
NinetyThree Only Bd-M.12
Add 1% for lift
charges
ContractorNo. of Corrections
18 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
39
Supplying and fixing in position anodized
extruded modular aluminium section Three
Track sliding windows mounted on rectangular
frame of size 100 x 50x 2.80mm thick (2.183
kg/Rmt.) made up of three track drain bottom
section of size92 x 31 x 1.1mm thick (0.911
kg/Rmt.) and top and sides sections of size 92 x
45 x 1.5mm thick (1.284 kg/Rmt.). The shutter
should be of bearing bottom of size 40 x 18 x
1.2mm thick (0.417 kg/Rmt.) top member of
size 40 x 18 x 1.20mm thick (0.475 kg/Rmt.)
Interlocking section size of 43 x 27 x 1.30mm
thick (0.558 kg/Rmt.) and handle section of
size 43 x 18 x 1.30mm thick (0.424 kg/Rmt.)
selected quality 5.5mm thick clear glass to be
fixed in shutter with neoprene gasket with
approved quality PVC rollers necessary locks
handles PVC lining and wooden encasement
wherever necessary etc. complete as directed
by Engineer in charge.
33.30 Ground Floor - 4435.00 Sqm 147685.50Rupees Four Thousand Four Hundred
ThirtyFive Only ,424/113
As Directed by
Engineer in
charge
33.30 First Floor - 4479.00 Sqm 149150.70Rupees Four Thousand Four Hundred
SeventyNine Only
Add 1% for lift
charges
As Directed by
Engineer in
charge
ContractorNo. of Corrections
19 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
40
Providing and fixing in position aluminium
louvered windows/ ventilators (IS std.) of
various sizes with powder coating as per
detailed drawings and specifications
including aluminium frames 80 x 38 mm box
type 5 mm thick sheet glass louvers, clips /
rubber plain P.V.C.. gaskets of approved
quality etc. complete.. (Sample to be got
approved from Ex. Engineer before use)
4.32 Ground Floor - 2840.00 Sqm 12268.80Rupees Two Thousand Eight Hundred
Fourty Only ,444/119
As Directed by
Engineer in
charge
4.32 First Floor - 2868.00 Sqm 12389.76Rupees Two Thousand Eight Hundred
SixtyEight Only
Add 1% for lift
charges
As Directed by
Engineer in
charge
41
Providing and fixing mild steel grill work for
windows, ventilators weighing 20.00 kg per
Sq.M. as per drawing, including necessary
fixtures, welding and painting with one coat of
anti-corrosive paint etc. complete.
33.30 Ground Floor - 1584.00 Sqm 52747.20Rupees One Thousand Five Hundred
EightyFour Only
Bd-U.1, P.
No.537,407/125
33.30 First Floor - 1600.00 Sqm 53280.00Rupees One Thousand Six Hundred
Only
Bd-U.1, P.
No.537
Add 1% for lift
charges
ContractorNo. of Corrections
20 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
42
Providing and fixing 900mm high S.S.304 Grade
Stainless steel railing with 40 mm diameter and
1.5 mm thick at top,40mm diameter and
1.5mm thick vertical supports spaced at 3.3m
center to center and two pipes of 12mm
diameter fixed horizontally including
fabricating ,fixtures, errecting , necessary
welding , griding , finishing, buffing to stainless
steel pipe etc. complete.
17.28 Ground Floor - 3958.00 Rmt 68394.24Rupees Three Thousand Nine Hundred
FiftyEight Only
Bd-U.2, P.
No.537,759/175
17.28 First Floor - 3998.00 Rmt 69085.44Rupees Three Thousand Nine Hundred
NinetyEight Only
Bd-U.2, P.
No.537
Add 1% for lift
charges
43
Providing and fixing single leaf pannelled door
shutter without fanlight and shutter 35mm thick
as per drawing consisting of Ghana T.W. top
rail size 100 x 35mm and bottom and lock rail
200 x 35mm insert pannel 12mm thick
commercial playfaced T.W. partical board
with phenol formaldehyde synthetic resin
(Generally confirming to ISI 3097) excluding
frame including iron oxidised fixture fastening
and T.W. beading at junction of pannels inserts
and as instructed by the Engineer in charge
including 3 coats of oil painting etc. complete.
35.280 Ground Floor - 5715.00 Sqm 201625.20Rupees Five Thousand Seven Hundred
Fifteen Only
Bd-T.34, P.
No.499,397/106
ContractorNo. of Corrections
21 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
35.280 First Floor - 5772.00 Sqm 203636.16Rupees Five Thousand Seven Hundred
SeventyTwo Only
Bd-T.34, P.
No.499
Add 1% for lift
charges
7.560 Second Floor - 5829.00 Sqm 44067.24Rupees Five Thousand Eight Hundred
TwentyNine Only
Bd-T.34, P.
No.499
Add 1% for lift
charges
44
Providing and fixing M-40 grade thick vibrated
pull cast or similar type concrete frame with
chamfer conforming to I.S. 6524-1983 having 6
mm dia bars 3 Nos. And strips @250 mm c/c
and fixing in wall with 6 Nos. of hold fast of 12
mm dia bars 500 mm long including primer
and oil painting etc, complete) frame size 60
mm x 125 mm Spec. No.: As directed by
engineer-in-charge.
25.000 Ground floor - 563.00 RMT 14075.00 Rupees Five Hundred SixtyThree Only ,437/117
As Directed by
Engineer in
charge
28.000 First Floor - 568.00 RMT 15904.00 Rupees Five Hundred SixtyEight Only Add 1% for lift
charges
As Directed by
Engineer in
charge
16.000 Second Floor - 579.00 RMT 9264.00Rupees Five Hundred SeventyNine
Only
Add 1% for lift
charges
As Directed by
Engineer in
charge
45
Providing & laying in trenches ______ medium
grade having embossed as ISI mark
galvanised iron pipes of ______ with necessary
fitting, remaking good the demolished portion
with fitting trenches and with primer of anti
corrosive oil paint, 2 coats tc. complete.
ContractorNo. of Corrections
22 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
Ground Floor -
10.00 15 mm GI Pipe - 165.00 Rmt 1650.00 Rupees One Hundred SixtyFive Only Bd-V.5, P.
No.551
,491-496/129-
130
25.00 20 mm GI Pipe - 191.00 Rmt 4775.00 Rupees One Hundred NinetyOne Only Bd-V.5, P.
No.551
,491-496/129-
130
25.00 25 mm GI Pipe - 252.00 Rmt 6300.00 Rupees Two Hundred FiftyTwo Only Bd-V.5, P.
No.551
,491-496/129-
130
25.00 32 mm GI Pipe - 321.00 Rmt 8025.00Rupees Three Hundred TwentyOne
Only
Bd-V.5, P.
No.551
,491-496/129-
130
50.00 40 mm GI Pipe - 378.00 Rmt 18900.00Rupees Three Hundred SeventyEight
Only
Bd-V.5, P.
No.551
,491-496/129-
130
64.00 50 mm GI Pipe - 471.00 Rmt 30144.00Rupees Four Hundred SeventyOne
Only
Bd-V.5, P.
No.551
,491-496/129-
130
46
Providing & fixing on walls / Ceiling / floors
_________ heavy grade having embossed as ISI
mark galvanised iron pipes with necessary
fitting, remaking good the demolished portion
and applying primer of anti corrosive oil paint,
2 coats tc. complete.
Ground Floor -
55.00 15 mm GI Pipe - 195.00 Rmt 10725.00 Rupees One Hundred NinetyFive Only Bd-V.5, P.
No.551
,478-488/128-
129
30.00 20 mm GI Pipe - 210.00 Rmt 6300.00 Rupees Two Hundred Ten Only Bd-V.5, P.
No.551
,478-488/128-
129
26.00 25 mm GI Pipe - 266.00 Rmt 6916.00 Rupees Two Hundred SixtySix Only Bd-V.5, P.
No.551
,478-488/128-
129
25.00 32 mm GI Pipe - 365.00 Rmt 9125.00 Rupees Three Hundred SixtyFive Only Bd-V.5, P.
No.551
,478-488/128-
129
30.00 40 mm GI Pipe - 393.00 Rmt 11790.00Rupees Three Hundred NinetyThree
Only
Bd-V.5, P.
No.551
,478-488/128-
129
ContractorNo. of Corrections
23 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
25.00 50 mm GI Pipe - 476.00 Rmt 11900.00 Rupees Four Hundred SeventySix Only Bd-V.5, P.
No.551
,478-488/128-
129
First Floor -
25.00 15 mm GI Pipe - 197.00 Rmt 4925.00Rupees One Hundred NinetySeven
Only
Bd-V.5, P.
No.551
,478-488/128-
129 add 1%
for FF
20.00 20 mm GI Pipe - 212.00 Rmt 4240.00 Rupees Two Hundred Twelve Only Bd-V.5, P.
No.551
,478-488/128-
129
26.00 25 mm GI Pipe - 269.00 Rmt 6994.00 Rupees Two Hundred SixtyNine Only Bd-V.5, P.
No.551
,478-488/128-
129
25.00 32 mm GI Pipe - 369.00 Rmt 9225.00 Rupees Three Hundred SixtyNine Only Bd-V.5, P.
No.551
,478-488/128-
129
30.00 40 mm GI Pipe - 397.00 Rmt 11910.00Rupees Three Hundred NinetySeven
Only
Bd-V.5, P.
No.551
,478-488/128-
129
25.00 50 mm GI Pipe - 481.00 Rmt 12025.00 Rupees Four Hundred EightyOne Only Bd-V.5, P.
No.551
,478-488/128-
129
47
Providing and fixing ____ screw down wheeled
stop tap of brass including necessary sockets /
union nut, testing etc. complete.
Ground Floor -
4.00 25mm - 404.00 No 1616.00 Rupees Four Hundred Four Only Bd-V.9, P.
No.555,511/132
First Floor -
4.00 25mm - 408.00 No 1632.00 Rupees Four Hundred Eight Only Bd-V.9, P.
No.555
Add 1% for
lift charges
2.00 50mm - 722.00 No 1444.00Rupees Seven Hundred TwentyTwo
Only
Bd-V.9, P.
No.555,514/132
ContractorNo. of Corrections
24 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
48
Providing and fixing 100 mm dia chromium
plated brass shower rose to 15mm dia supply
pipe including necessary bend and socket
complete.
4.00 Ground Floor - 310.00 No 1240.00 Rupees Three Hundred Ten Only Bd-V.12, P.
No.556,517/133
4.00 First Floor - 313.00 No 1252.00 Rupees Three Hundred Thirteen Only Bd-V.12, P.
No.556
Add 1% for
lift charges
49
Providing and fixing C.P. Wall mixer with
provision for overhead shower with 115mm
long bend pipe & wall flange jaquar make
continental ( CAT. No. Con-273 UPR) or
equivalent including necessary sockets / union
nut etc. complete.
4.00 Ground Floor - 3756.00 No 15024.00Rupees Three Thousand Seven
Hundred FiftySix Only ,612/147
As Directed by
Engineer in
charge
4.00 First Floor - 3794.00 No 15176.00Rupees Three Thousand Seven
Hundred NinetyFour Only
Add 1% for
lift charges
As Directed by
Engineer in
charge
50
Providing and fixing C.P. Pillar cock long neck
with aerator jaquar make continental ( CAT.
No. Con-021) or equivalent including
necessary sockets / union nut etc. complete.
4.00 Ground Floor - 1168.00 No 4672.00Rupees One Thousand One Hundred
SixtyEight Only ,613/148
As Directed by
Engineer in
charge
ContractorNo. of Corrections
25 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
4.00 First Floor - 1180.00 No 4720.00Rupees One Thousand One Hundred
Eighty Only
Add 1% for
lift charges
As Directed by
Engineer in
charge
51
Providing and fixing screw down 15 mm dia.
Sink Cock with flange for cold water of brass
including necessary socket union nut, testing
etc. complete. (Prior approval of sample and
brand by Executive Engineer is necessary
before use) Make Sharp with extended
swinging spout with wall flange.
4.00 Ground Floor - 1606.00 No 6424.00Rupees One Thousand Six Hundred Six
Only ,415/143
As Directed by
Engineer in
charge
4.00 First Floor - 1622.00 No 6488.00Rupees One Thousand Six Hundred
TwentyTwo Only
Add 1% for
lift charges
As Directed by
Engineer in
charge
52
Providing and fixing Bib Cock with wall flange
jaquar make continental ( CAT No. Con 047) or
eqivalant including including necessary
sockets/union nut etc. complete.
8.00 Ground Floor - 929.00 No 7432.00 Rupees Nine Hundred TwentyNine Only ,617/148
8.00 First Floor - 938.00 No 7504.00 Rupees Nine Hundred ThirtyEight Only Add 1% for
lift charges
As Directed by
Engineer in
charge
ContractorNo. of Corrections
26 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
53
Providing and fixing European type white
glazed earthenware coupled closet
symphonic trap with symphonic low level
white glazed 10 liters cistern with black
backlite seat with all necessary pipe
connection etc. complete.
4.00 Ground Floor - 3130.00 No 12520.00Rupees Three Thousand One Hundred
Thirty Only ,638/152
As Directed by
Engineer in
charge
4.00 First Floor - 3161.00 No 12644.00Rupees Three Thousand One Hundred
SixtyOne Only
Add 1% for
lift charges
As Directed by
Engineer in
charge
54
Providing and fixing White glazed
earthenware wash Hand Basin of 55cm x 40
cm size including cold water piller tap / cold
and hot water piller tap bracket, rubber plugs
and brass chain, stop tap and necessary pipe
connections including PVC water pipe waste
pipe and trap up to the outside face of the
wall.
4.00 Ground Floor - 2558.00 No 10232.00Rupees Two Thousand Five Hundred
FiftyEight Only
Bd-V.30, P.
No.565,527/134
4.00 First Floor - 2584.00 No 10336.00Rupees Two Thousand Five Hundred
EightyFour Only
Bd-V.30, P.
No.565
Add 1% for
lift charges
55Providing and fixing 10cm P.V.C. Nahani Trap
with grating etc. complete.
8.00 Ground Floor - 650.00 No 5200.00 Rupees Six Hundred Fifty Only ,533/135
As Directed by
Engineer in
charge
ContractorNo. of Corrections
27 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
8.00 First Floor - 657.00 No 5256.00 Rupees Six Hundred FiftySeven Only Add 1% for
lift charges
As Directed by
Engineer in
charge
56
Providing and fixing 110mm dia PVC Rain
water pipe with necessary fitting such as
bends, tees, single junctions slotted vent,
clamps etc. complete.
166.00 110mm dia - 357.00 Rmt 59262.00 Rupees Three Hundred FiftySeven Only ,559/139
As Directed by
Engineer in
charge
57
Providing and constructing Brick Masonry
intercepting Chamber ___________including
1:4:8 Cement Concrete foundation, 1:2:4 C.C.
channels / half round glazed stoneware pipe
pipes, brick masonary plastering from inside
and with frame fixed in cement conctete. with
RCC Cover
6.00 60cm x 45 cm x 90 cm 3893.00 No 23358.00Rupees Three Thousand Eight Hundred
NinetyThree Only
Bd-V.43, P.
No.574,545/137
6.00 90 cm x 45 cm x 90 cm 3957.00 No 23742.00Rupees Three Thousand Nine Hundred
FiftySeven Only
Bd-V.43, P.
No.574,456/137
58 2.00
Providing and fixing hume pipe septic tank
900mm diameter with vent pipe and cap
including necessary (including excavation
and laying)
6760.00 No 13520.00Rupees Six Thousand Seven Hundred
Sixty Only
Bd-V.45, P.
No.575,549/138
ContractorNo. of Corrections
28 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
60
Providing & laying water proof treatment to
terrace slab with B.B.coba in all position with
an average thickness of 112 mm consisting
specilised materials as per the manufucture
specifications and covering 10 years
guarantee on court fee stamp paper
including all leads, lifts etc complete.v
45.36 First Floor - 683.00 Sqm 30980.88 Rupees Six Hundred EightyThree Only RA
As Directed by
Engineer in
charge
208.49 Second Floor - 686.00 Sqm 143025.51 Rupees Six Hundred EightySix Only Add 1% for
lift charges
As Directed by
Engineer in
charge
61
Providing water proof bedding for flooring of
Bath and WC 25 mm thick in C.M.1:3 including
using 1 kg of water proof compound per bag
of cement including levelling, curing etc.
complete.
35.10 First Floor - 301.00 Sqm 10565.10 Rupees Three Hundred One Only RA
As Directed by
Engineer in
charge
62
Providing and fixing 45 cm wide mild steel
ladder of 40mm x 6 mm mild steel flat stringers
and steps of 18 mm dia mild steel bar for
water tank including fixing it in 1:2:4 / M-15
cement concrete block 60cm x 30cm x 30cm
& painting the ladder with 3 coats of oil
painting etc. complete.
4.00 Second Floor - 545.00 Sqm 2180.00 Rupees Five Hundred FourtyFive Only Bd-V.19, P.
No.559,520/133
ContractorNo. of Corrections
29 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
63 8000.00
Providing, & Fixing H.D.P. Container syntex or
alike one piece moulded water tank made
out of heigh density polyethyler and built
corrugated inclusive delivery uo ti distination
housting fixing of accesserries such as inlet,
outlet overflow pipe inclusive of all
8.00 Lit 64000.00 Rupees Eight Only ,585/144
As Directed by
Engineer in
charge
64 136.86
Providing and fixing heavy duty inter locking
concrete rubber mould glossy paving blocks
of 80mm thickness of having a strength of 400
kg/sq.cm. of approved quality and shape on
a bed of crushed sand of 25 to 30 mm thick
including skirting joints and cleaning etc.
complete.h
750.00 Sqm 102645.00 Rupees Seven Hundred Fifty Only ,262/76
As Directed by
Engineer in
charge
65 497.040
Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-II) by treating
the bottom surface and sides for excavation
clorophyriphoas / lendene at the rate of 5
liters of emulsion concentrates of 0.5 persent of
Aldrin per Sq.m. of surface area covering 10
years guarantee.E
95.00 Sqm 47218.80 Rupees NinetyFive Only ,741/172
As Directed by
Engineer in
charge
66 61.008
Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-II) treatment by
treating the backfill in immedite contact with
foundation at the rate of 7.5 liter of emulsion
concentrates of 0.5 persent of clorophriphas
Hephoclore per Sq.m. of vertical surface area
covering 10 years guarantee.E
80.00 Sqm 4880.64 Rupees Eighty Only ,743/172
As Directed by
Engineer in
charge
ContractorNo. of Corrections
30 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
67 191.520
Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-II) by treating
the top surface of plinth filling at the rate of 5
liter of emulsion concentrates of 0.5 persent of
Hephoclore per Sq.m. of surface area
covering 10 years guarantee.E
12.00 Sqm 2298.24 Rupees Twelve Only ,742/172
As Directed by
Engineer in
charge
ContractorNo. of Corrections
31 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
68 107.680
Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-I) to the soil
along the external face of building by
punching holes of 1.2 of 1.5 cm dia about 30
percent of clorophyriphas 20 E.C. Hephoclore
at the rate of 7.5 liters emulsion concentrates
per holes and sealing the same with proper
filling & covering 10 years guarantee.
84.80 Sqm 9131.26 Rupees EightyFour Paise Eighty Only I.No.-45, P.No-
120
As Directed by
Engineer in
charge
69
Providing and laying concrete pipe of IS NP
class ____________ in proper line, level and
slope including necessary collars, excavation,
laying, fixing with collars in cement mortar 1:1
and refilling the trench complete.
a 5.00 150 mm 505.00 Rmt 2525.00 Rupees Five Hundred Five Only Bd-V.41, P.
No.573,540/136
b 15.00 225 mm 560.00 Rmt 8400.00 Rupees Five Hundred Sixty Only Bd-V.41, P.
No.573,541/136
c 5.00 300 mm 816.00 Rmt 4080.00 Rupees Eight Hundred Sixteen Only Bd-V.41, P.
No.573,542/136
ContractorNo. of Corrections
32 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
71
Providing and fixing for 25mm dia water meter
with non return value including stainer,
sockets/ union nut and including water meter
box making locking arrangement and lock. (
Without chambe)
1.00 4350.00 No 4350.00Rupees Four Thousand Three Hundred
Fifty Only Bd-V ,501/131
72
Providing Soak pit of Size 120cm x 120cm x
120cm inluding excavation and filling with
brick bat
2.00 685.00 No 1370.00 Rupees Six Hundred EightyFive Only Bd-V ,550/138
73
Providing and fixing chromium plated towel
rod 16mm dia and 75 cm in length including
all accessories complete.
4.00 Ground Floor - 170.00 No 680.00 Rupees One Hundred Seventy Only Bd-V ,562/140
4.00 First Floor - 172.00 No 688.00 Rupees One Hundred SeventyTwo Only Bd-VAdd 1% for
lift charges
74
Providing and fixing collapsible steel gate in
one / two leaves with hot rolled vertical
channels of 18x*x3mm
5.04 Ground Floor - 2451.00 Sqm 12353.04Rupees Two Thousand Four Hundred
FiftyOne Only Bd-T ,411/110
75
Providing and fixing 450mm x 550mm size
superior type Belgium mirror with 16mm dia
4.00 Ground Floor - 407.00 No 1628.00 Rupees Four Hundred Seven Only Bd-V ,551/138
ContractorNo. of Corrections
33 Univercity Engineer
Speci. Clause
No.
Page & Item
No. In PWD
DSR
Addittional
Identity if any
Referance to Std. Sp. Book Vol. I, IS 1979
Edition & Vol. II 1981 Edition
Rate in WordsUNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Estimate
Rate
Rupees in
figure
Sr.
No.
ITEM DESCRIPTION Quantity
estimated
but may be
more or less
4.00 First Floor - 411.00 No 1644.00 Rupees Four Hundred Eleven Only Bd-VAdd 1% for
lift charges
76
Providing and fixing _____ mm diameter UPVC
soil / vent / waste SWR pipe of required
diameter conforming to IS-13592, and IS-4985
to withstand continuous internal hydraulic
pressure of 4 kg / cm2 including necessary
fixtures and fittings, such as bends, tees, single
junctions, double junctions and joining with
rubber rings and lurbicants, on wall by means
of clips or in ground including necessary
excavation, laying refilling, trench testing etc.
complete. (Prior approval of sample and
brand by Ex. Engineer is necessary before use)
As Directed by Engineer in charge-
50.00 75 mm dia 310.00 Rmt 15500.00 Rupees Three Hundred Ten Only ,558/139
As Directed by
Engineer in
charge
75.00 110 mm dia 357.00 Rmt 26775.00 Rupees Three Hundred FiftySeven Only ,559/139
As Directed by
Engineer in
charge
Total Rs. 8564689.87
Say 8564690.00
ContractorNo. of Corrections
34 Univercity Engineer
Speci. Clause No. Page & Item No.
In PWD DSR
Addittional
Identity if any
1 Excavation for foundation in earth, soil of all
types, sand, gravel and soft murum, including
removing the excavated material up to a
distance of 50 m. beyond the building area &
stacking and spreading as directed,
dewatering, preparing the bed for the
foundation and necessary backfilling,
ramming,watering including shoring and
stutting etc.complete.
43.41 a. Lift upto 1.5 m. 115.00 Cum 4992.07 Rupees One Hundred Fifteen Only Bd.A.1, P. No.259 ,1/9
2 Excavation for foundation in hard murum
including removing the excavated material
upto distance of 50 metres beyond the
building area and stacking and spreading as
directed, dewatering, preparing the bed for
the foundation and necessary backfilling,
ramming, watering including shoring and
strutting etc.complete.
35.42 a. Lift upto 1.5 m. 132.00 Cum 4675.97 Rupees One Hundred ThirtyTwo Only Bd.A.2, P. No. 259 ,5/10
3 Excavation for foundation in soft rock or old
cement or lime masonry foundations including
removing the excavated materials upto a
distance of 50 metres beyond the building
area and stacking as directed including
dewatering, preparing the bed for the
foundation and necessary, watering including
shoring and strutting etc.complete.
17.71 a. Lift upto 1.5 m 305.00 Cum 5402.16 Rupees Three Hundred Five Only Bd.A.4, P. No. 259 ,13/12
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 Edition
CIVIL WORK -
BDA - EXCAVATION
ITEM DESCRIPTION Estimate
Rate
Rupees in
figure
Rate in Words
Subwork No-23
Name of Work : Construction of Lab Incharge quater in the campus of Agriculture College,at Muktainagar, Dist. Jalgaon, for
Mahatma Phule Krushi Vidyapeeth, Rahuri
Schedule B.Sr. No. Quantity
estimated
but may
be more
ContractorNo. of Corrections
1 Univercity Engineer
Speci. Clause No. Page & Item No.
In PWD DSR
Addittional
Identity if any
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 EditionITEM DESCRIPTION Estimate
Rate
Rupees in
figure
Rate in WordsSr. No. Quantity
estimated
but may
be more
4 9.82 Filling in plinth and floors with approved
excavated materials in 15cm to 20cm layers
including watering and compaction etc.
complete.
229.00 Cum 2249.33 Rupees Two Hundred TwentyNine Only Bd-A 10, P. No.
262
RA
5 33.12 Filling in plinth and floors with contractor's
Soil's, Sand or murum in 15 cm to 20 cm layers
including watering, compaction etc.
complete.
614.00 Cum 20335.27 Rupees Six Hundred Fourteen Only Bd-A 11, P. No.
263
RA
6 28.21 Providing dry trap / granite / quartzite / gneiss
rubble stone soling 15 cm to 20 cm thick
including hand packing and compacting
complete.
702.00 Cum 19805.36 Bd-A 11, P. No.
263
RA
7 30.90 Providing and laying in situ cement concrete
in 1:3:6 of trap / granite / quartzite / gneiss
metal for foundation and bedding including
bailing-out water manually formwork,
compacting, covering newly laid concrete by
gunny bag, plastic or tarpaulin, curing etc.
complete.(Wooden planks/ shuttering will not
be allowed)
4089.00 Cum 126355.62 Rupees Four Thousand EightyNine Only Bd-E.1, P. No.287 RA
BDE - Plain Cement Concrete
ContractorNo. of Corrections
2 Univercity Engineer
Speci. Clause No. Page & Item No.
In PWD DSR
Addittional
Identity if any
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 EditionITEM DESCRIPTION Estimate
Rate
Rupees in
figure
Rate in WordsSr. No. Quantity
estimated
but may
be more
8 17.91 Providing and laying in situ cement concrete
of M20 grade of trap / granite / quartzite /
gneiss metal for R.C.C. work in foundations like
raft, Strip foundations, grillage and and
footings of R.C.C. columns and steel
stanchions etc. including bailing-out water
formwork, cover blocks, compaction and
curing roughening the surface if special finish is
to provide ( Excluding reinforcement and
structural steel ) complete.
4988.00 Cum 89353.04 Rupees Four Thousand Nine Hundred
EightyEight Only
Bd-F.3, P. No.298
& B.7, P.No. 38
RA
9 Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite /
gneiss metal for R.C.C. columns as per
detailed designs and drawings or as directed
including centering, formwork, cover blocks,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
9.11 Ground Floor - 7178.00 Cum 65377.22 Rupees Seven Thousand One Hundred
SeventyEight Only
Bd-F.5, P. No.300
& B.7, P.No. 38
RA
6.62 Fisrt Floor - 7250.00 Cum 48024.00 Rupees Seven Thousand Two Hundred Fifty
Only
Bd-F.5, P. No.300
& B.7, P.No. 38
Add 1% for lift
charges
2.57 Second Floor - 7322.00 Cum 18794.11 Rupees Seven Thousand Three Hundred
TwentyTwo Only
Bd-F.5, P. No.300
& B.7, P.No. 38
Add 1% for lift
charges
10 Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite /
gneiss metal for R.C.C. beams and lintels as
per detailed designs and drawings or as
directed including centering, formwork, cover
blocks, compaction and curing roughening
the surface if special finish is to provide (
Excluding reinforcement and structural steel )
complete.
26.77 Ground Floor - 7253.00 194142.84 Rupees Seven Thousand Two Hundred
FiftyThree Only
Bd-F.6, P. No.300
& B.7, P.No. 38
RA
BDF - Reinforced Cement Concrete
ContractorNo. of Corrections
3 Univercity Engineer
Speci. Clause No. Page & Item No.
In PWD DSR
Addittional
Identity if any
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 EditionITEM DESCRIPTION Estimate
Rate
Rupees in
figure
Rate in WordsSr. No. Quantity
estimated
but may
be more
14.61 First Floor - 7326.00 107058.85 Rupees Seven Thousand Three Hundred
TwentySix Only
Bd-F.6, P. No.300
& B.7, P.No. 38
Add 1% for lift
charges
1.46 Second Floor - 7398.00 10823.16 Rupees Seven Thousand Three Hundred
NinetyEight Only
Bd-F.6, P. No.300
& B.7, P.No. 38
Add 1% for lift
charges
11 Providing and casting in situ cement concrete
of M20 gade of trap granite / quartzite / gneiss
metal for R.C.C. slabs and landings canopy
waist slab with steps as per detailed designs
and drawings or as directed including
centering, formwork, cover blocks,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
16.02 Ground Floor - 7518.00 Cum 120423.75 Rupees Seven Thousand Five Hundred
Eighteen Only
Bd-F.8, P. No.302
& B.7, P.No. 38
RA
16.02 First Floor - 7593.00 Cum 121625.10 Rupees Seven Thousand Five Hundred
NinetyThree Only
Bd-F.8, P. No.302
& B.7, P.No. 38
Add 1% for lift
charges
1.82 Second Floor - 7668.00 13974.93 Rupees Seven Thousand Six Hundred
SixtyEight Only
Bd-F.8, P. No.302
& B.7, P.No. 38
Add 1% for lift
charges
12 Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite /
gneiss metal for R.C.C. chhajja as per detailed
designs and drawings or as directed including
centering, formwork, cover blocks,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
1.17 Ground Floor - 7518.00 Cum 8829.89 Rupees Seven Thousand Five Hundred
Eighteen Only
Bd-F.9, P. No.303
& B.7, P.No. 38
RA
1.17 First Floor - 7593.00 Cum 8917.98 Rupees Seven Thousand Five Hundred
NinetyThree Only
Bd-F.9, P. No.303
& B.7, P.No. 38
Add 1% for lift
charges
0.16 Second Floor - 7668.00 1242.22 Rupees Seven Thousand Six Hundred
SixtyEight Only
Bd-F.9, P. No.303
& B.7, P.No. 38
Add 1% for lift
charges
ContractorNo. of Corrections
4 Univercity Engineer
Speci. Clause No. Page & Item No.
In PWD DSR
Addittional
Identity if any
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 EditionITEM DESCRIPTION Estimate
Rate
Rupees in
figure
Rate in WordsSr. No. Quantity
estimated
but may
be more
13 Providing and casting in situ cement concrete
of M20 grade of trap granite / quartzite /
gneiss metal for R.C.C. pardi upto 75mm thick
including centering, formwork, cover block,
compaction and curing roughening the
surface if special finish is to provide ( Excluding
reinforcement and structural steel ) complete.
0.15 Ground Floor - 9116.00 Cum 1353.73 Rupees Nine Thousand One Hundred Sixteen
Only
Bd-F.11, P. No.304
& B.7, P.No. 38
RA
0.15 First Floor - 9207.00 Cum 1367.24 Rupees Nine Thousand Two Hundred Seven
Only
Bd-F.11, P. No.304
& B.7, P.No. 38
Add 1% for lift
charges
0.15 Second Floor - 9298.00 Cum 1380.75 Rupees Nine Thousand Two Hundred
NinetyEight Only
Bd-F.11, P. No.304
& B.7, P.No. 38
Add 1% for lift
charges
ContractorNo. of Corrections
5 Univercity Engineer
Speci. Clause No. Page & Item No.
In PWD DSR
Addittional
Identity if any
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 EditionITEM DESCRIPTION Estimate
Rate
Rupees in
figure
Rate in WordsSr. No. Quantity
estimated
but may
be more
14 Pro.& casting in situ cement concrete of M-20
grade of trap granite / quartzite / gneiss metal
for R.C.C. coping to Plinth or Parapet and sill of
doors and windows moulded as per detailed
drawings or chamfered as per approved by
the engineer including centering, formwork,
cover blocks, compacting and roughening
them if special finish is to be provided and
curing complete. ( Excluding reinforcement ).
1.04 First Floor - 5016.00 Cum 5228.48 Rupees Five Thousand Sixteen Only Bd-F.12, P. No.304
& B.7, P.No. 38
RA
15 Providing and fixing in position TMT-FE-500
reinforcement of various diameters for R.C.C.
pile caps, footings, foundations, slabs, beams
columns, canopies, staircase, newels, chajjas,
lintels pardis, copings, fins, arches etc. as per
detailed designs, derwing and schedules
including cutting, bending hooking the bars,
binding with wires or tack welding and
supporting as requried complete.
12.94 Ground Floor - 53834.00 MT 696870.35 Rupees FiftyThree Thousand Eight Hundred
ThirtyFour Only
Bd-F.17, P. No.306 ,130/43
2.93 First Floor - 54372.00 MT 159422.15 Rupees FiftyFour Thousand Three Hundred
SeventyTwo Only
Bd-F.17, P. No.306 Add 1% for lift
charges
1.03 Second Floor - 54910.00 MT 56355.45 Rupees FiftyFour Thousand Nine Hundred Ten
Only
Bd-F.17, P. No.306 Add 1% for lift
charges
ContractorNo. of Corrections
6 Univercity Engineer
Speci. Clause No. Page & Item No.
In PWD DSR
Addittional
Identity if any
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 EditionITEM DESCRIPTION Estimate
Rate
Rupees in
figure
Rate in WordsSr. No. Quantity
estimated
but may
be more
16 12.94 Providing Second Class Burnt Bricks masonry
with conventional / I.S. type bricks in cement
mortar 1:6 in foundations and plinth of inner
walls / in plinth of external walls including
bailing-out water manually, striking joints on
unexposed faces, raking out joints on exposed
faces and watering complete.
6170.00 Cum 79835.99 Rupees Six Thousand One Hundred Seventy
Only
Bd-G.1, P. No.313 RA
17 Providing Second Class Burnt Bricks masonry
with conventional IS. Type brick in cement
mortar 1:6 bricks in superstructure including
striking joints, raking out joints, watering and
scaffolding complete.
36.83 Ground Floor - 6370.00 Cum 234599.43 Rupees Six Thousand Three Hundred Seventy
Only
Bd-G.5, P. No.315 RA
36.83 First Floor - 6434.00 Cum 236956.47 Rupees Six Thousand Four Hundred ThirtyFour
Only
Bd-G.5, P. No.315 Add 1% for lift
charges
12.49 Second Floor - 6497.00 Cum 81169.72 Rupees Six Thousand Four Hundred
NinetySeven Only
Bd-G.5, P. No.315 Add 1% for lift
charges
18 Providing Second class Burnt Brick masonary
with conventional / I.s. type bricks in cement
mortar 1:4 in half brick thick wall including mild
steel longitudinal reinforcement of 2 bars of 6
mm diameter / 2 hoop iron strips 25 mm X 1.6
mm at every third course, properly bent and
bounded at ends scaffolding, raking out joints
and watering complete.
59.89 Ground Floor - 916.00 SQM 54857.87 Rupees Nine Hundred Sixteen Only Bd-G.7, P. No.316 RA
59.89 First Floor - 925.00 SQM 55396.86 Rupees Nine Hundred TwentyFive Only Bd-G.7, P. No.316 Add 1% for lift
charges
BDG - Brick work
ContractorNo. of Corrections
7 Univercity Engineer
Speci. Clause No. Page & Item No.
In PWD DSR
Addittional
Identity if any
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 EditionITEM DESCRIPTION Estimate
Rate
Rupees in
figure
Rate in WordsSr. No. Quantity
estimated
but may
be more
19 Providing & laying water proof treatment to
terrace slab with B.B.coba in all position with
an average thickness of 112 mm consisting
specilised materials as per the manufucture
specifications and covering 10 years
guarantee on court fee stamp paper
including all leads, lifts etc complete.v
61.63 First Floor - 683.00 Sqm 42093.43 Rupees Six Hundred EightyThree Only RA As Directed by
Engineer in
charge
61.63 Second Floor - 686.00 Sqm 42278.32 Rupees Six Hundred EightySix Only Add 1% for lift
charges
As Directed by
Engineer in
charge
20 Providing water proof bedding for flooring of
Bath and WC 25 mm thick in C.M.1:3 including
using 1 kg of water proof compound per bag
of cement including levelling, curing etc.
complete.
10.08 First Floor - 301.00 Sqm 3034.08 Rupees Three Hundred One Only RA As Directed by
Engineer in
charge
21 Providing internal cement plaster 12mm thick
in a single coat in cement mortar 1:4 without
neeru finish to concrete surface in all positions
including scaffolding and curing etc.
complete.
118.61 Ground Floor - 152.00 Cum 18028.95 Rupees One Hundred FiftyTwo Only Bd-L.1, P. No.367 RA
118.61 First Floor - 154.00 Cum 18266.17 Rupees One Hundred FiftyFour Only Bd-L.1, P. No.367 Add 1% for lift
charges
19.69 Second Floor - 155.00 Cum 3052.68 Rupees One Hundred FiftyFive Only Bd-L.1, P. No.367 Add 1% for lift
charges
22 Providing neeru finish to plastered surfaces in a
all position including scaffolding and curing
complete.
118.61 Ground Floor - 27.00 Cum 3202.51 Rupees TwentySeven Only Bd-L.10, P. No.370 ,197/62
118.61 First Floor - 27.27 Cum 3234.54 Rupees TwentySeven Paise TwentySeven
Only
Bd-L.10, P. No.370 Add 1% for lift
charges
19.69 Second Floor - 27.54 Cum 542.39 Rupees TwentySeven Paise FiftyFour Only Bd-L.10, P. No.370 Add 1% for lift
charges
BDL - Plastering & Pointing
BDJ - WATER PROOFING
ContractorNo. of Corrections
8 Univercity Engineer
Speci. Clause No. Page & Item No.
In PWD DSR
Addittional
Identity if any
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 EditionITEM DESCRIPTION Estimate
Rate
Rupees in
figure
Rate in WordsSr. No. Quantity
estimated
but may
be more
24 Providing neeru finish to plastered surfaces in a
all position including scaffolding and curing
complete.
341.97 Ground Floor - 27.00 Cum 9233.27 Rupees TwentySeven Only Bd-L.10, P. No.370 ,197/62
341.97 First Floor - 27.27 Cum 9325.60 Rupees TwentySeven Paise TwentySeven
Only
Bd-L.10, P. No.370 Add 1% for lift
charges
49.09 Second Floor - 27.54 Cum 1351.96 Rupees TwentySeven Paise FiftyFour Only Bd-L.10, P. No.370 Add 1% for lift
charges
25 Providing internal cement plaster 20mm thick
in single coat in cement mortar 1:5 without
neeru finish to concrete or brick surfaces, in all
positions including scaffolding, and curing
complete.
341.97 Ground Floor - 212.00 Cum 72498.23 Rupees Two Hundred Twelve Only Bd-L.2, P. No.368 RA
341.97 First Floor - 214.00 Cum 73182.18 Rupees Two Hundred Fourteen Only Bd-L.2, P. No.368 Add 1% for lift
charges
49.09 Second Floor - 216.00 Cum 10603.61 Rupees Two Hundred Sixteen Only Bd-L.2, P. No.368 Add 1% for lift
charges
26 Providing sand faced plaster externally in
cement mortar using approved Screened
sand in all positions including base coat of
15mm thick in C.M. 1:4 using waterproofing
compound at 1kg.per cement bag, curing the
same for not less than 2 days and keeping the
surface of the base coat rough to receive the
sand faced treatment 6 to 8mm thick in C.M.
1:4, finishing the surface by taking out grains
and curing for fourteen days, scaffolding etc.
complete.
258.60 Ground Floor - 324.00 Sqm 83787.76 Rupees Three Hundred TwentyFour Only Bd-L.7, P. No.369 RA
276.95 First Floor - 327.00 Sqm 90561.41 Rupees Three Hundred TwentySeven Only Bd-L.7, P. No.369 Add 1% for lift
charges
112.45 Second Floor - 330.00 Sqm 37107.35 Rupees Three Hundred Thirty Only Bd-L.7, P. No.369 Add 1% for lift
charges
27 Providing and fixing about 30cm width
chicken mesh of 24 gauge at the junction of 2
different surface of different material
component at the of plastering to prevent
cracking in plaster surface as and where
directed at all floors with all leads and lifts etc.
complete
ContractorNo. of Corrections
9 Univercity Engineer
Speci. Clause No. Page & Item No.
In PWD DSR
Addittional
Identity if any
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 EditionITEM DESCRIPTION Estimate
Rate
Rupees in
figure
Rate in WordsSr. No. Quantity
estimated
but may
be more
75.27 Ground Floor - 89.00 Cum 6699.30 Rupees EightyNine Only ,708/64 As Directed by
Engineer in
charge
75.27 First Floor - 89.89 Cum 6766.29 Rupees EightyNine Paise EightyNine Only Add 1% for lift
charges
As Directed by
Engineer in
charge
20.40 Second Floor - 91.00 Cum 1856.40 Rupees NinetyOne Only Add 1% for lift
charges
As Directed by
Engineer in
charge
ContractorNo. of Corrections
10 Univercity Engineer
Speci. Clause No. Page & Item No.
In PWD DSR
Addittional
Identity if any
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 EditionITEM DESCRIPTION Estimate
Rate
Rupees in
figure
Rate in WordsSr. No. Quantity
estimated
but may
be more
28 Providing patti on plastered surface 12 mm to
15 mm thick in c.m. 1:3 in line and level
including neat finishing, scaffolding, curing
etc. complete.
Ground Floor -
10.00 75 mm wide 21.00 Rmt 210.00 Rupees TwentyOne Only ,205/63 As Directed by
Engineer in
charge
10.00 100 mm wide 27.00 Rmt 270.00 Rupees TwentySeven Only ,206/64 As Directed by
Engineer in
charge
10.00 150 mm wide 40.00 Rmt 400.00 Rupees Fourty Only 207/65 As Directed by
Engineer in
charge
First Floor -
10.00 75 mm wide 21.21 Rmt 212.10 Rupees TwentyOne Paise TwentyOne Only Add 1% for lift
charges
As Directed by
Engineer in
charge
10.00 100 mm wide 27.27 Rmt 272.70 Rupees TwentySeven Paise TwentySeven
Only
Add 1% for lift
charges
As Directed by
Engineer in
charge
10.00 150 mm wide 40.40 Rmt 404.00 Rupees Fourty Paise Fourty Only Add 1% for lift
charges
As Directed by
Engineer in
charge
Second Floor -
5.00 75 mm wide 21.42 Rmt 107.10 Rupees TwentyOne Paise FourtyTwo Only Add 1% for lift
charges
As Directed by
Engineer in
charge
5.00 100 mm wide 27.64 Rmt 138.20 Rupees TwentySeven Paise SixtyFour Only Add 1% for lift
charges
As Directed by
Engineer in
charge
5.00 150 mm wide 40.80 Rmt 204.00 Rupees Fourty Paise Eighty Only Add 1% for lift
charges
As Directed by
Engineer in
charge
29 labour charges for providing groove in extrnal
plaster having wdith of 2.5 c.m. and spaced at
a distence of 45c.m. etc. completein charge.
35.20 Ground Floor - 21.00 Rmt 739.20 Rupees TwentyOne Only ,204/63 As Directed by
Engineer in
charge
35.20 First Floor - 21.21 Rmt 746.59 Rupees TwentyOne Paise TwentyOne Only Add 1% for lift
charges
As Directed by
Engineer in
charge
ContractorNo. of Corrections
11 Univercity Engineer
Speci. Clause No. Page & Item No.
In PWD DSR
Addittional
Identity if any
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 EditionITEM DESCRIPTION Estimate
Rate
Rupees in
figure
Rate in WordsSr. No. Quantity
estimated
but may
be more
2.20 Second Floor - 21.32 Rmt 46.90 Rupees TwentyOne Paise ThirtyTwo Only Add 1% for lift
charges
As Directed by
Engineer in
charge
30 Providing and laying Ceramic tiles of Kajaria /
Nitco / Asian or equivalent make having sizes
30cm x 45cm approved quality and size 7 mm
thick for dado and skirting in requied position
with ready made adhesive mortar of
approved quality on plaster of 1:2 cement
mortar including joints filling with white/ colour
cement slurry, cleaning, curring complete.
80.95 Ground Floor - 872.00 Sqm 70586.66 Rupees Eight Hundred SeventyTwo Only Bd-M.13, P.
No.386
RA
80.95 First Floor - 881.00 Sqm 71315.19 Rupees Eight Hundred EightyOne Only Bd-M.13, P.
No.386
Add 1% for lift
charges
31 Providing and fixing machine cut polished 18mm to
20mm thick telephone black / Amba White / Cat
bary brown / RBI red / Ocean Brown granite stone
for treads and resers of steps and staircase of
approved colour and shade with rounded
moulding and three grooved line for the treads on
bed of 1:4 cement mortar including float silling joints
with neat cement slurry curing polishing and
cleaning etc. complete.
8.72 Ground Floor - 3260.00 Sqm 28440.24 Rupees Three Thousand Two Hundred Sixty
Only
Bd-M.22, P.
No.390
RA
8.40 First Floor - 3292.00 Sqm 27652.80 Rupees Three Thousand Two Hundred
NinetyTwo Only
Bd-M.22, P.
No.390
Add 1% for lift
charges
8.40 Second Floor - 3325.00 Sqm 27930.00 Rupees Three Thousand Three Hundred
TwentyFive Only
Bd-M.22, P.
No.390
Add 1% for lift
charges
32 Providing and fixing machine cut mirror
polished 18mm to 20mm thick telephone
black / Amba white/ cat barry brown / RBI red
/ Ocean brown granite stone partition with
moulding the edges etc. complete.
9.00 Ground Floor - 3260.00 Sqm 29340.00 Rupees Three Thousand Two Hundred Sixty
Only
Bd-M.35, P.
No.393
RA
9.00 First Floor - 3292.00 Sqm 29628.00 Rupees Three Thousand Two Hundred
NinetyTwo Only
Bd-M.35, P.
No.393
Add 1% for lift
charges
BDM - PAVING, FLOORING & DADO
ContractorNo. of Corrections
12 Univercity Engineer
Speci. Clause No. Page & Item No.
In PWD DSR
Addittional
Identity if any
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 EditionITEM DESCRIPTION Estimate
Rate
Rupees in
figure
Rate in WordsSr. No. Quantity
estimated
but may
be more
33 Providing and Preparing kitchen otta made up
from 30mm thick and 75mm cm width one
side polished kadappa top 75cm heigh
vertical support for kadappa at 1m. c/c of
25mm thick both side polished kadappa
middel shelf and bottom of 20mm thick one
side polished kadappa with facia patti of 20 x
50mm kadappa including all material labour
cutting fixing with cement mortar and araldite
curing polished and cleaning etc. complete.
8.76 Ground Floor - 2379.00 Sqm 20840.04 Rupees Two Thousand Three Hundred
SeventyNine Only
Bd-M.35, P.
No.393
,248/73
8.76 First Floor - 2403.00 Sqm 21050.28 Rupees Two Thousand Four Hundred Three
Only
Bd-M.35, P.
No.393
Add 1% for lift
charges
34 Providing and laying Vitrified Mirror / glossy
finish tiles of Kajaria / Nitco / Asian / Coral or
equivalent make having size 590mm to
605mm x 590mm to 605mm of 8 to 10mm
thickness and confirming to IS 15, 622 - 2, 006 (
Group Bla) of approved make, shade and
pattern for flooring in required position laid on
a bed of 1:4 cement mortar including neat
cement float, filling joints, curing and cleaning
etc. complete. Rustic Matt Finish
98.53 Ground Floor - 800.00 Sqm 78825.44 Rupees Eight Hundred Only Bd-M.12, P.
No.385
RA
98.53 First Floor - 808.00 Sqm 79613.69 Rupees Eight Hundred Eight Only Bd-M.12, P.
No.385
Add 1% for lift
charges
9.72 Second Floor - 816.00 Sqm 7933.72 Rupees Eight Hundred Sixteen Only Bd-M.12, P.
No.385
Add 1% for lift
charges
35 Providing and laying Vitrified Mirror / glossy
finish tiles of Kajaria / Nitco / Asian / Coral or
equivalent make having size 590mm to
605mm x 590mm to 605mm of 8 to 10mm
thickness and confirming to IS 15, 622 - 2, 006 (
Group Bla) of approved make, shade and
pattern for Skirting in required position laid on
a bed of 1:4 cement mortar including neat
cement float, filling joints, curing and cleaning
etc. complete. Rustic Matt Finish
ContractorNo. of Corrections
13 Univercity Engineer
Speci. Clause No. Page & Item No.
In PWD DSR
Addittional
Identity if any
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 EditionITEM DESCRIPTION Estimate
Rate
Rupees in
figure
Rate in WordsSr. No. Quantity
estimated
but may
be more
10.87 Ground Floor - 880.00 Sqm 9567.36 Rupees Eight Hundred Eighty Only Bd-M.12, P.
No.385
RA
10.87 First Floor - 889.00 Sqm 9665.21 Rupees Eight Hundred EightyNine Only Bd-M.12, P.
No.385
Add 1% for lift
charges
1.89 Second Floor - 898.00 Sqm 1693.63 Rupees Eight Hundred NinetyEight Only Bd-M.12, P.
No.385
Add 1% for lift
charges
36 59.44 Providing and fixing heavy duty inter locking
concrete rubber mould glossy paving blocks
of 80mm thickness of having a strength of 400
kg/sq.cm. of approved quality and shape on
a bed of crushed sand of 25 to 30 mm thick
including skirting joints and cleaning etc.
complete.h
750.00 Sqm 44582.93 Rupees Seven Hundred Fifty Only ,262/76 As Directed by
Engineer in
charge
37 Providing and Antiskid tiles of approved
quality of company Kajaria/nitco/asian or
equivalent make of size 30 cm x 30cm and to
IS 15,622-2,006 ( Group-BIIA) for antiskid flooring
in required position laid on a bed of 1:4
cement motar including cement float, filling
joint with cement slurry cleaning curing
complete.
10.08 Ground Floor - 665.00 Sqm 6703.20 Rupees Six Hundred SixtyFive Only Bd-M.12, RA
10.08 First Floor - 672.00 Sqm 6773.76 Rupees Six Hundred SeventyTwo Only Bd-M.12, Add 1% for lift
charges
38 Providing and Laying Telephone black / Amba
White / catbary Brown / RBI red / Ocean Brown
granite stone of 18 to 20mm thick for door frame
windows frame boxing etc. on C.m. 1:6 including
filing joints with polymer base filler nosing the sharp
edges wherever necessary, specification.
18.90 Ground Floor - 3260.00 Sqm 61614.00 Rupees Three Thousand Two Hundred Sixty
Only
Bd-M.12 RA
18.90 First Floor - 3292.00 Sqm 62218.80 Rupees Three Thousand Two Hundred
NinetyTwo Only
Bd-M.12 Add 1% for lift
charges
ContractorNo. of Corrections
14 Univercity Engineer
Speci. Clause No. Page & Item No.
In PWD DSR
Addittional
Identity if any
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 EditionITEM DESCRIPTION Estimate
Rate
Rupees in
figure
Rate in WordsSr. No. Quantity
estimated
but may
be more
40 Providing and applying priming coat
concrete/masonary/Asbestos cement
plasterd surface including scaffolding if
necessary, preparing the surface by throughly
cleaning oil, grease, dirt and other foreign
matter and sand papering as required.
460.58 Ground Floor - 17.00 Sqm 7829.93 Rupees Seventeen Only ,315/87 As Directed by
Engineer in
charge
460.58 First Floor - 17.17 Sqm 7908.23 Rupees Seventeen Paise Seventeen Only Add 1% for lift
charges
As Directed by
Engineer in
charge
68.79 Second Floor - 17.34 Sqm 1192.74 Rupees Seventeen Paise ThirtyFour Only Add 1% for lift
charges
As Directed by
Engineer in
charge
41 Providing and applying two coats of Appex
Ace White exterior paints of approved colour
to the plastered surface including cleaning,
prepairing the plaster surface applying
astered surfaces applying primer coat,
scaffolding if necessary, and watering the
surface for two days complete.
258.60 Ground Floor - 210.00 Cum 54306.88 Rupees Two Hundred Ten Only ,317/87 As Directed by
Engineer in
charge
276.95 First Floor - 212.00 Cum 58712.59 Rupees Two Hundred Twelve Only Add 1% for lift
charges
As Directed by
Engineer in
charge
112.45 Second Floor - 214.00 Cum 24063.55 Rupees Two Hundred Fourteen Only Add 1% for lift
charges
As Directed by
Engineer in
charge
BDO - OIL PAINTING
ContractorNo. of Corrections
15 Univercity Engineer
Speci. Clause No. Page & Item No.
In PWD DSR
Addittional
Identity if any
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 EditionITEM DESCRIPTION Estimate
Rate
Rupees in
figure
Rate in WordsSr. No. Quantity
estimated
but may
be more
42 Providing and applying Plastic emulsion paint
of approved quality colour and shade to old
& new surface in Two coats including
scaffolding, preparing the surfaces. (excluding
the primer coat) complete.
460.58 Ground Floor - 65.00 Sqm 29937.98 Rupees SixtyFive Only Bd-P.6, P. No.414 ,331/90
460.58 First Floor - 65.65 Sqm 30237.36 Rupees SixtyFive Paise SixtyFive Only Bd-P.6, P. No.414 Add 1% for lift
charges
68.79 Second Floor - 66.00 Sqm 4539.84 Rupees SixtySix Only Bd-P.6, P. No.414 Add 1% for lift
charges
43 Providing and fixing M-40 grade thick vibrated pull
cast or similar type concrete frame with chamfer
conforming to I.S. 6524-1983 having 6 mm dia bars 3
Nos. And strips @250 mm c/c and fixing in wall with 6
Nos. of hold fast of 12 mm dia bars 500 mm long
including primer and oil painting etc, complete)
frame size 60 mm x 125 mm Spec. No.: As directed
by engineer-in-charge.
15.00 Ground floor - 563.00 RMT 8445.00 Rupees Five Hundred SixtyThree Only ,437/117 As Directed by
Engineer in
charge
20.00 First Floor - 568.00 RMT 11360.00 Rupees Five Hundred SixtyEight Only Add 1% for lift
charges
As Directed by
Engineer in
charge
18.00 Second Floor - 579.00 RMT 10422.00 Rupees Five Hundred SeventyNine Only Add 1% for lift
charges
As Directed by
Engineer in
charge
44 Providing and fixing single leaf pannelled door
shutter without fanlight and shutter 35mm thick as
per drawing consisting of Ghana T.W. top rail size
100 x 35mm and bottom and lock rail 200 x 35mm
insert pannel 12mm thick commercial playfaced
T.W. partical board with phenol formaldehyde
synthetic resin (Generally confirming to ISI 3097)
excluding frame including iron oxidised fixture
fastening and T.W. beading at junction of pannels
inserts and as instructed by the Engineer in charge
including 3 coats of oil painting etc. complete.
BDP - COLOUR WHITE WASING, DISTEMPERING
BDT - DOORS & WINDOWS
ContractorNo. of Corrections
16 Univercity Engineer
Speci. Clause No. Page & Item No.
In PWD DSR
Addittional
Identity if any
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 EditionITEM DESCRIPTION Estimate
Rate
Rupees in
figure
Rate in WordsSr. No. Quantity
estimated
but may
be more
21.00 Ground Floor - 5715.00 Sqm 120015.00 Rupees Five Thousand Seven Hundred Fifteen
Only
Bd-T.34, P. No.499 ,397/106
21.00 First Floor - 5772.00 Sqm 121212.00 Rupees Five Thousand Seven Hundred
SeventyTwo Only
Bd-T.34, P. No.499 Add 1% for lift
charges
1.89 Second Floor - 5829.00 Sqm 11016.81 Rupees Five Thousand Eight Hundred
TwentyNine Only
Bd-T.34, P. No.499 Add 1% for lift
charges
45 8.19 Providing and fixing collapsible steel gate in one /
two leaves with hot rolled vertical channels of
18x*x3mm minium size, crossing of M.S. flats of size
18x 5mm T or E section for runner of minium 40 x6mm
size for flange, M.S. flat for top runner of minium size
40x 12mm with roller wheels confirming to gate F.G.
150 fitted with snap headed rivets of minium size
6mm max spacing of vertical channels be 100mm
enclosed gate position and clear space of 150mm
between two sets of crossings with hold fasts,
stoppers, spaces, handles locking arrangement and
one coat fo red primer & oil painting etc. complete
2451.00 Sqm 20073.69 Rupees Two Thousand Four Hundred FiftyOne
Only
Bd-T.57, P. No.511 ,411/110
46 Supplying and fixing in position anodized
extruded modular aluminium section Three
Track sliding windows mounted on rectangular
frame of size 100 x 50x 2.80mm thick (2.183
kg/Rmt.) made up of three track drain bottom
section of size92 x 31 x 1.1mm thick (0.911
kg/Rmt.) and top and sides sections of size 92 x
45 x 1.5mm thick (1.284 kg/Rmt.). The shutter
should be of bearing bottom of size 40 x 18 x
1.2mm thick (0.417 kg/Rmt.) top member of
size 40 x 18 x 1.20mm thick (0.475 kg/Rmt.)
Interlocking section size of 43 x 27 x 1.30mm
thick (0.558 kg/Rmt.) and handle section of
size 43 x 18 x 1.30mm thick (0.424 kg/Rmt.)
selected quality 5.5mm thick clear glass to be
fixed in shutter with neoprene gasket with
approved quality PVC rollers necessary locks
handles PVC lining and wooden encasement
wherever necessary etc. complete as
directed by Engineer in charge.
19.08 Ground Floor - 4435.00 Sqm 84619.80 Rupees Four Thousand Four Hundred
ThirtyFive Only
,424/113 As Directed by
Engineer in
charge
ContractorNo. of Corrections
17 Univercity Engineer
Speci. Clause No. Page & Item No.
In PWD DSR
Addittional
Identity if any
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 EditionITEM DESCRIPTION Estimate
Rate
Rupees in
figure
Rate in WordsSr. No. Quantity
estimated
but may
be more
19.08 First Floor - 4479.00 Sqm 85459.32 Rupees Four Thousand Four Hundred
SeventyNine Only
Add 1% for lift
charges
As Directed by
Engineer in
charge
1.80 Second Floor - 4523.00 Sqm 8141.40 Rupees Four Thousand Five Hundred
TwentyThree Only
Add 1% for lift
charges
As Directed by
Engineer in
charge
47 Providing and fixing in position aluminium
louvered windows/ ventilators (IS std.) of
various sizes with powder coating as per
detailed drawings and specifications including
aluminium frames 80 x 38 mm box type 5 mm
thick sheet glass louvers, clips / rubber plain
P.V.C.. gaskets of approved quality etc.
complete.. (Sample to be got approved from
Ex. Engineer before use)
2.16 Ground Floor - 2840.00 Sqm 6134.40 Rupees Two Thousand Eight Hundred Fourty
Only
,444/119 As Directed by
Engineer in
charge
2.16 First Floor - 2868.00 Sqm 6194.88 Rupees Two Thousand Eight Hundred
SixtyEight Only
Add 1% for lift
charges
As Directed by
Engineer in
charge
48 Providing and fixing mild steel grill work for
windows, ventilators weighing 20.00 kg per
Sq.M. as per drawing, including necessary
fixtures, welding and painting with one coat of
anti-corrosive paint etc. complete.
20.52 Ground Floor - 1584.00 Sqm 32503.68 Rupees One Thousand Five Hundred
EightyFour Only
Bd-U.1, P. No.537 ,407/125
20.52 First Floor - 1600.00 Sqm 32832.00 Rupees One Thousand Six Hundred Only Bd-U.1, P. No.537 Add 1% for lift
charges
1.80 Second Floor - 1616.00 Sqm 2908.80 Rupees One Thousand Six Hundred Sixteen
Only
Bd-U.1, P. No.537 Add 1% for lift
charges
49 Providing and fixing 900mm high S.S.304 Grade
Stainless steel railing with 40 mm diameter and 1.5
mm thick at top,40mm diameter and 1.5mm thick
vertical supports spaced at 3.3m center to center
and two pipes of 12mm diameter fixed horizontally
including fabricating ,fixtures, errecting , necessary
welding , griding , finishing, buffing to stainless steel
pipe etc. complete.
BDU - IRON WORK
ContractorNo. of Corrections
18 Univercity Engineer
Speci. Clause No. Page & Item No.
In PWD DSR
Addittional
Identity if any
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 EditionITEM DESCRIPTION Estimate
Rate
Rupees in
figure
Rate in WordsSr. No. Quantity
estimated
but may
be more
3.90 Ground Floor - 3958.00 Rmt 15436.20 Rupees Three Thousand Nine Hundred
FiftyEight Only
Bd-U.2, P. No.537 ,759/175
3.90 First Floor - 3998.00 Rmt 15592.20 Rupees Three Thousand Nine Hundred
NinetyEight Only
Bd-U.2, P. No.537 Add 1% for lift
charges
3.90 Second Floor - 4038.00 Rmt 15748.20 Rupees Four Thousand ThirtyEight Only Bd-U.2, P. No.537 Add 1% for lift
charges
50 Providing & fixing on walls / Ceiling / floors
_________ heavy grade having embossed as ISI
mark galvanised iron pipes with necessary
fitting, remaking good the demolished portion
and applying primer of anti corrosive oil paint,
2 coats tc. complete.
Ground Floor -
55.00 15 mm GI Pipe - 195.00 Rmt 10725.00 Rupees One Hundred NinetyFive Only Bd-V.5, P. No.551 ,478-488/128-129
20.00 20 mm GI Pipe - 210.00 Rmt 4200.00 Rupees Two Hundred Ten Only Bd-V.5, P. No.551 ,478-488/128-129
20.00 25 mm GI Pipe - 266.00 Rmt 5320.00 Rupees Two Hundred SixtySix Only Bd-V.5, P. No.551 ,478-488/128-129
15.00 32 mm GI Pipe - 365.00 Rmt 5475.00 Rupees Three Hundred SixtyFive Only Bd-V.5, P. No.551 ,478-488/128-129
20.00 40 mm GI Pipe - 393.00 Rmt 7860.00 Rupees Three Hundred NinetyThree Only Bd-V.5, P. No.551 ,478-488/128-129
40.00 50 mm GI Pipe - 476.00 Rmt 19040.00 Rupees Four Hundred SeventySix Only Bd-V.5, P. No.551 ,478-488/128-129
First Floor -
25.00 15 mm GI Pipe - 197.00 Rmt 4925.00 Rupees One Hundred NinetySeven Only Bd-V.5, P. No.551 ,478-488/128-
129, ADD 1% lift
charges
20.00 20 mm GI Pipe - 212.00 Rmt 4240.00 Rupees Two Hundred Twelve Only Bd-V.5, P. No.551 ,478-488/128-129
20.00 25 mm GI Pipe - 269.00 Rmt 5380.00 Rupees Two Hundred SixtyNine Only Bd-V.5, P. No.551 ,478-488/128-129
15.00 32 mm GI Pipe - 369.00 Rmt 5535.00 Rupees Three Hundred SixtyNine Only Bd-V.5, P. No.551 ,478-488/128-129
20.00 40 mm GI Pipe - 397.00 Rmt 7940.00 Rupees Three Hundred NinetySeven Only Bd-V.5, P. No.551 ,478-488/128-129
20.00 50 mm GI Pipe - 481.00 Rmt 9620.00 Rupees Four Hundred EightyOne Only Bd-V.5, P. No.551 ,478-488/128-129
BDV - WATER SUPPLY & SANITARY FITTING
ContractorNo. of Corrections
19 Univercity Engineer
Speci. Clause No. Page & Item No.
In PWD DSR
Addittional
Identity if any
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 EditionITEM DESCRIPTION Estimate
Rate
Rupees in
figure
Rate in WordsSr. No. Quantity
estimated
but may
be more
51 Providing & laying in trenches ______ medium
grade having embossed as ISI mark
galvanised iron pipes of ______ with necessary
fitting, remaking good the demolished portion
with fitting trenches and with primer of anti
corrosive oil paint, 2 coats tc. complete.
Ground Floor -
10.00 15 mm GI Pipe - 165.00 Rmt 1650.00 Rupees One Hundred SixtyFive Only Bd-V.5, P. No.551 ,491-496/129-130
25.00 20 mm GI Pipe - 191.00 Rmt 4775.00 Rupees One Hundred NinetyOne Only Bd-V.5, P. No.551 ,491-496/129-130
20.00 25 mm GI Pipe - 252.00 Rmt 5040.00 Rupees Two Hundred FiftyTwo Only Bd-V.5, P. No.551 ,491-496/129-130
15.00 32 mm GI Pipe - 321.00 Rmt 4815.00 Rupees Three Hundred TwentyOne Only Bd-V.5, P. No.551 ,491-496/129-130
20.00 40 mm GI Pipe - 378.00 Rmt 7560.00 Rupees Three Hundred SeventyEight Only Bd-V.5, P. No.551 ,491-496/129-130
30.00 50 mm GI Pipe - 471.00 Rmt 14130.00 Rupees Four Hundred SeventyOne Only Bd-V.5, P. No.551 ,491-496/129-130
52 Providing and fixing for 25mm dia water meter with
non return value including stainer, sockets/ union nut
and including water meter box making locking
arrangement and lock. ( Without chambe)
1.00 25 mm dia water meter 4350.00 Rmt 4350.00 Rupees Four Thousand Three Hundred Fifty
Only
Bd-V.7, P. No.554 ,501/131
53 Providing and fixing Bib Cock with wall flange
jaquar make continental ( CAT No. Con 047) or
eqivalant including including necessary
sockets/union nut etc. complete.
4.00 Ground Floor - 929.00 No 3716.00 Rupees Nine Hundred TwentyNine Only ,617/148 As Directed by
Engineer in
charge
4.00 First Floor - 938.00 No 3752.00 Rupees Nine Hundred ThirtyEight Only Add 1% for lift
charges
54 Providing and fixing ____ screw down wheeled
stop tap of brass including necessary sockets /
union nut, testing etc. complete.
Ground Floor -
2.00 25mm - 404.00 No 808.00 Rupees Four Hundred Four Only Bd-V.9, P. No.555 ,511/132
2.00 50mm - 722.00 No 1444.00 Rupees Seven Hundred TwentyTwo Only Bd-V.9, P. No.555 ,514/132
ContractorNo. of Corrections
20 Univercity Engineer
Speci. Clause No. Page & Item No.
In PWD DSR
Addittional
Identity if any
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 EditionITEM DESCRIPTION Estimate
Rate
Rupees in
figure
Rate in WordsSr. No. Quantity
estimated
but may
be more
First Floor -
2.00 25mm - 408.00 No 816.00 Rupees Four Hundred Eight Only Bd-V.9, P. No.555 Add 1% for lift
charges
2.00 50mm - 729.00 No 1458.00 Rupees Seven Hundred TwentyNine Only Bd-V.9, P. No.555 Add 1% for lift
charges
55 Providing and fixing 100 mm dia chromium
plated brass shower rose to 15mm dia supply
pipe including necessary bend and socket
complete.
4.00 Ground Floor - 310.00 No 1240.00 Rupees Three Hundred Ten Only Bd-V.12, P.
No.556
,517/133
4.00 First Floor - 313.00 No 1252.00 Rupees Three Hundred Thirteen Only Bd-V.12, P.
No.556
Add 1% for lift
charges
56 Providing and fixing 45 cm wide mild steel
ladder of 40mm x 6 mm mild steel flat stringers
and steps of 18 mm dia mild steel bar for
water tank including fixing it in 1:2:4 / M-15
cement concrete block 60cm x 30cm x 30cm
& painting the ladder with 3 coats of oil
painting etc. complete.
3.20 Second Floor - 545.00 Sqm 1744.00 Rupees Five Hundred FourtyFive Only Bd-V.19, P.
No.559
,520/133
57 Providing and fixing White glazed
earthenware wash Hand Basin of 55cm x 40
cm size including cold water piller tap / cold
and hot water piller tap bracket, rubber plugs
and brass chain, stop tap and necessary pipe
connections including PVC water pipe waste
pipe and trap up to the outside face of the
wall.
4.00 Ground Floor - 2558.00 No 10232.00 Rupees Two Thousand Five Hundred FiftyEight
Only
Bd-V.30, P.
No.565
,527/134
4.00 First Floor - 2584.00 No 10336.00 Rupees Two Thousand Five Hundred
EightyFour Only
Bd-V.30, P.
No.565
Add 1% for lift
charges
58 Providing and laying concrete pipe of IS NP
class ____________ in proper line, level and
slope including necessary collars, excavation,
laying, fixing with collars in cement mortar 1:1
and refilling the trench complete.
a 5.00 150 mm 505.00 Rmt 2525.00 Rupees Five Hundred Five Only Bd-V.41, P.
No.573
,540/136
b 10.00 225 mm 560.00 Rmt 5600.00 Rupees Five Hundred Sixty Only Bd-V.41, P.
No.573
,541/136
ContractorNo. of Corrections
21 Univercity Engineer
Speci. Clause No. Page & Item No.
In PWD DSR
Addittional
Identity if any
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 EditionITEM DESCRIPTION Estimate
Rate
Rupees in
figure
Rate in WordsSr. No. Quantity
estimated
but may
be more
c 5.00 300 mm 816.00 Rmt 4080.00 Rupees Eight Hundred Sixteen Only Bd-V.41, P.
No.573
,542/136
59 Providing and constructing Brick Masonry
intercepting Chamber ___________including
1:4:8 Cement Concrete foundation, 1:2:4 C.C.
channels / half round glazed stoneware pipe
pipes, brick masonary plastering from inside
and with frame fixed in cement conctete. with
RCC Cover
6.00 60cm x 45 cm x 90 cm 3893.00 No 23358.00 Rupees Three Thousand Eight Hundred
NinetyThree Only
Bd-V.43, P.
No.574
,545/137
6.00 90 cm x 45 cm x 90 cm 3957.00 No 23742.00 Rupees Three Thousand Nine Hundred
FiftySeven Only
Bd-V.43, P.
No.574
,546/137
60 2.00 Providing Soak pit of Size 120cm x 120cm x 120cm
inluding excavation and filling with brick bat
685.00 No 1370.00 Rupees Six Hundred EightyFive Only Bd-V.46, P.
No.576
,550/138
61 Providing and fixing 450mm x 550mm size superior
type Belgium mirror with 16mm dia. Nickel plated
towel rod. Etc. complete.
4.00 Ground Floor - 407.00 No 1628.00 Rupees Four Hundred Seven Only ,551/138 As Directed by
Engineer in
charge
4.00 First Floor - 411.00 No 1644.00 Rupees Four Hundred Eleven Only Add 1% for lift
charges
As Directed by
Engineer in
charge
62 Providing and fixing chromium plated towel rod
16mm dia and 75 cm in length including all
accessories complete.
4.00 Ground Floor - 170.00 No 680.00 Rupees One Hundred Seventy Only ,562/140 As Directed by
Engineer in
charge
4.00 First Floor - 572.00 No 2288.00 Rupees Five Hundred SeventyTwo Only Add 1% for lift
charges
As Directed by
Engineer in
charge
63 Providing and fixing C.P. Wall mixer with
provision for overhead shower with 115mm
long bend pipe & wall flange jaquar make
continental ( CAT. No. Con-273 UPR) or
equivalent including necessary sockets / union
nut etc. complete.
4.00 Ground Floor - 3756.00 No 15024.00 Rupees Three Thousand Seven Hundred
FiftySix Only
,612/147 As Directed by
Engineer in
charge
ContractorNo. of Corrections
22 Univercity Engineer
Speci. Clause No. Page & Item No.
In PWD DSR
Addittional
Identity if any
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 EditionITEM DESCRIPTION Estimate
Rate
Rupees in
figure
Rate in WordsSr. No. Quantity
estimated
but may
be more
4.00 First Floor - 3794.00 No 15176.00 Rupees Three Thousand Seven Hundred
NinetyFour Only
Add 1% for lift
charges
As Directed by
Engineer in
charge
64 Providing and fixing C.P. Pillar cock long neck
with aerator jaquar make continental ( CAT.
No. Con-021) or equivalent including
necessary sockets / union nut etc. complete.
4.00 Ground Floor - 1168.00 No 4672.00 Rupees One Thousand One Hundred
SixtyEight Only
,613/148 As Directed by
Engineer in
charge
4.00 First Floor - 1180.00 No 4720.00 Rupees One Thousand One Hundred Eighty
Only
Add 1% for lift
charges
As Directed by
Engineer in
charge
65 Providing and fixing screw down 15 mm dia.
Sink Cock with flange for cold water of brass
including necessary socket union nut, testing
etc. complete. (Prior approval of sample and
brand by Executive Engineer is necessary
before use) Make Sharp with extended
swinging spout with wall flange.
4.00 Ground Floor - 1606.00 No 6424.00 Rupees One Thousand Six Hundred Six Only ,615/148 As Directed by
Engineer in
charge
4.00 First Floor - 1622.00 No 6488.00 Rupees One Thousand Six Hundred
TwentyTwo Only
Add 1% for lift
charges
As Directed by
Engineer in
charge
66 Providing and fixing European type white
glazed earthenware coupled closet
symphonic trap with symphonic low level
white glazed 10 liters cistern with black
backlite seat with all necessary pipe
connection etc. complete.
4.00 Ground Floor - 3130.00 No 12520.00 Rupees Three Thousand One Hundred Thirty
Only
,638/152 As Directed by
Engineer in
charge
4.00 First Floor - 3161.00 No 12644.00 Rupees Three Thousand One Hundred
SixtyOne Only
Add 1% for lift
charges
As Directed by
Engineer in
charge
ContractorNo. of Corrections
23 Univercity Engineer
Speci. Clause No. Page & Item No.
In PWD DSR
Addittional
Identity if any
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 EditionITEM DESCRIPTION Estimate
Rate
Rupees in
figure
Rate in WordsSr. No. Quantity
estimated
but may
be more
67 8000.00 Providing, & Fixing H.D.P. Container syntex or
alike one piece moulded water tank made
out of heigh density polyethyler and built
corrugated inclusive delivery uo ti distination
housting fixing of accesserries such as inlet,
outlet overflow pipe inclusive of all
8.00 Lit 64000.00 Rupees Eight Only ,585/144 As Directed by
Engineer in
charge
68 Providing and fixing 10cm P.V.C. Nahani Trap
with grating etc. complete.
8.00 Ground Floor - 650.00 No 5200.00 Rupees Six Hundred Fifty Only ,633/135 As Directed by
Engineer in
charge
8.00 First Floor - 657.00 No 5256.00 Rupees Six Hundred FiftySeven Only Add 1% for lift
charges
As Directed by
Engineer in
charge
4.00 Second Floor - 663.00 No 2652.00 Rupees Six Hundred SixtyThree Only Add 1% for lift
charges
As Directed by
Engineer in
charge
69 Providing and fixing 110mm dia PVC Rain
water pipe with necessary fitting such as
bends, tees, single junctions slotted vent,
clamps etc. complete.
48.00 110mm dia - 357.00 Rmt 17136.00 Rupees Three Hundred FiftySeven Only ,559/139 As Directed by
Engineer in
charge
70 2.00 Providing and fixing hume pipe septic tank
900mm diameter with vent pipe and cap
including necessary (including excavation
and laying)
6760.00 No 13520.00 Rupees Six Thousand Seven Hundred Sixty
Only
Bd-V.45, P.
No.575
,549/138
72 205.20 Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-II) by treating
the bottom surface and sides for excavation
clorophyriphoas / lendene at the rate of 5
liters of emulsion concentrates of 0.5 persent
of Aldrin per Sq.m. of surface area covering 10
years guarantee.E
95.00 Sqm 19494.00 Rupees NinetyFive Only ,741/172 As Directed by
Engineer in
charge
BDW - MISCELLANEOUS
ContractorNo. of Corrections
24 Univercity Engineer
Speci. Clause No. Page & Item No.
In PWD DSR
Addittional
Identity if any
UNIT or
Per
Total AMOUNT
according to
estimated
Quantities
Referance to Std. Sp. Book Vol. I, IS 1979 Edition &
Vol. II 1981 EditionITEM DESCRIPTION Estimate
Rate
Rupees in
figure
Rate in WordsSr. No. Quantity
estimated
but may
be more
73 26.15 Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-II) treatment by
treating the backfill in immedite contact with
foundation at the rate of 7.5 liter of emulsion
concentrates of 0.5 persent of clorophriphas
Hephoclore per Sq.m. of vertical surface area
covering 10 years guarantee.E
80.00 Sqm 2091.84 Rupees Eighty Only ,743/172 As Directed by
Engineer in
charge
74 36.68 Providing Pre-constructional Anti termite
treatment as per IS 6313 ( Part-I) to the soil
along the external face of building by
punching holes of 1.2 of 1.5 cm dia about 30
percent of clorophyriphas 20 E.C. Hephoclore
at the rate of 7.5 liters emulsion concentrates
per holes and sealing the same with proper
filling & covering 10 years guarantee.
12.00 Sqm 440.21 Rupees Twelve Only ,742/172 As Directed by
Engineer in
charge
75 Providing and fixing _____ mm diameter UPVC soil /
vent / waste SWR pipe of required diameter
conforming to IS-13592, and IS-4985 to withstand
continuous internal hydraulic pressure of 4 kg / cm2
including necessary fixtures and fittings, such as
bends, tees, single junctions, double junctions and
joining with rubber rings and lurbicants, on wall by
means of clips or in ground including necessary
excavation, laying refilling, trench testing etc.
complete. (Prior approval of sample and brand by
Ex. Engineer is necessary before use) As Directed by
Engineer in charge-
50.00 75 mm dia 310.00 Rmt 15500.00 Rupees Three Hundred Ten Only ,558/139 As Directed by
Engineer in
charge
75.00 110 mm dia 357.00 Rmt 26775.00 Rupees Three Hundred FiftySeven Only ,559/139 As Directed by
Engineer in
charge
Total of Civil Work 5206500.03
Say 5305720.00
ContractorNo. of Corrections
25 Univercity Engineer
Item
No.
Particular of Items T. Qty Unit Rate Rate in words Amount
1 Cutting down the road side thorney Bushes (Wedi babhule, etc)having girth from 5
cm. To 20 cm. Including removing their roots, stacking and conveying , removing
vegetation including leveling the ground as directed for both sides of road etc
complete.(Page No.326, I.No. 1613)4710.34 Sqm 8.00 Rupees eight only 37682.72
2 Excavation for road way in by mechanical means earth soil of all sorts sand,
gravel, soft murum and hard murum, hard murum with boulders including dressing
section to the required grade, camber and side slopes and conveying the excavated
materialswith all lifts upto a lead of 50m. and spreading for embankment or
stacking etc. as directed by Engineer in charge. Spec. No. : Rd.2 Page No.
180.(Page No.304, I.No. 1478)Rupees FALSE
side gutter Rupees FALSE
819.30 cum 36.00 Rupees thirty-six only 29494.80
3 Excavation for roadway by mechanical means in soft rock, including dressing
section to the required grade, camber and side slopes and conveying the excavated
materials with all lifts upto alead of 50m. and spreading or stacking as
directed.Spec. No. : Rd.5 (MORT and H 2001 Clause No. 301) Page No.184.(Page
No.304, I.No. 1481)
1638.59 cum 199.00 Rupees one hundred ninety-nine only 326079.41
4 Providing earth work for embankment with approved materials obtained from
excavation by mechanical means from Departmental land or the sources including
all lifts and leads,laying in layers of 20 cm to 30 cm. thickness breaking clods
dressing to the required lines, curves, grades and sections and compacting with
power roller etc. Complete as directed by Engineer in charge b) lead of 50 to 300m.
complete.Spec. No. : Rd.12 (MORT and H 2001 Cl.No. 305) Page No. 189.(Page
No.313, I.No. 1529)(8.10+4.50)/2=6.30 mtr
add quantity of item no 2 + 3
4532.44 cum 72.00 Rupees seventy-two only 326335.68
5 Conveying materials obtained from road cutting including all lifts, laying in layers,
breaking clods, dressing to the required lines, curves, grades and section from the
site of excavation to the site of deposition as directed with lead of over 50 to 300
m.Spec. No. : Rd.18 Page No. 196.(Page No.314, I.No. 1534)
add quantity of item no 2 + 3 2457.89 cum 29.00 Rupees twenty-nine only 71278.81
6 Supplying hard murum / kankar at the road side, including conveying and stacking
complete. Spec. No. : Rd.23 Page No. 202. (Page No.317, I.No. 1551)
1)
For 60mm metal 1493.28 Cum 437.00 Rupees four hundred thirty-seven only 652563.36
SCHEDULE-B
Name of work: -
PROVIDING APPROCH ROAD FOR AGRICULTURAL COLLEGE, AT MUKTAINAGAR, DIST- JALGAON.
Subwork No- 26
Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00
7 Compacting the hard murum side widths with power roller including artificial
watering complete. (Note : Rate is for actual area compacted) Spec. No. : Rd.40
Page No. 211.(Page No.319, I.No. 1574)
5512.10 Sqm 8.00 Rupees eight only 44096.80
8 Supplying trap/ granite/ quartzite/ gneiss stone metal of 60 mm size by bringing
the rubble / boulders at the road side, breaking them to required gradation including
conveying rubble / boulders and stacking broken metal etc. complete a) By breaking
rubble obtained by blasting ( Hand Broken).Spec. No. : Rd.19 Page No.
197.(Page No.316, I.No. 1546)60 mm layer loose 150mm compacted 100mm
942.07 Cum 596.00 Rupees five hundred ninety-six only 561473.72
9 Supplying trap/ granite/ quartzite/ gneiss stone metal of 40 mm size by bringing the
rubble / boulders at the road side, breaking them to required gradation including
conveying rubble / boulders and stacking broken metal etc. complete a) By
breaking rubble obtained by blasting. (Hand Broken).Spec. No. : Rd.19 Page No.
197.(Page No.316, I.No. 1547)40 mm layer loose 100mm compacted 75mm
450.99 Cum 617.00 Rupees six hundred seventeen only 278260.83
10 Spreading 40mm metal including sectioning complete.
Spec. No. : Rd.34 Page No. 208.(Page No.317, I.No. 1557)
Qty same as Item No. 4 942.07 Cum 36.00 Rupees thirty-six only 33914.52
11 Spreading 60mm /80 mm metal including sectioning complete. Spec. No. :
Rd.29Page No. 205 (Page No.318, I.No. 1558)
Qty same as Item No. 5 450.99 Cum 38.00 Rupees thirty-eight only 17137.62
12 Supplyig soft murum at the road side, including conveying and stacking
complete.(Page No.317, I.No. 1552)
225.50 Cum 432.00 Rupees four hundred thirty-two only 97416.00
13 Spreading hard murum, soft murum, gravel, sand for various works complete.(Page
No.317, I.No. 1556)
Qty Saem Item No. 8 225.50 Cum 20.00 Rupees twenty only 4510.00
14 Compacting the subgrade/ gravel/ oversize metal/ (200 loose) layers with power
roller including necessary, labour, materials and artificial watering complete. (Page
No.319, I.No. 1569)
60 mm over size metal 4509.90 Sqm 15.00 Rupees fifteen only 67648.50
15 Compacting the subgrade/ gravel/ oversize metal/ (100 loose) layers with power
roller including necessary, labour, materials and artificial watering complete. (Page
No.318, I.No. 1567)
40 mm size metal 4509.90 Sqm 11.00 Rupees eleven only 49608.90
Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00
16 Providing and laying 75 mm thick built-up spray grout over existing water bound
macadam surface including thoroughly cleaning the water bound macadam surface
by using mechanical broom or approved equipment, applying tack coat of emulsion
at the rate of .4 kg/sqm, spreading coarse aggregates at the rate of 0.05 cum/sqm
area and compacting metal layer to desired degree of compaction so that the
surface is uniform and free from deformities, applying binder bulk asphalt of 60/70
grade at the rate of 1.5 kg/sqm in uniform manner with the help of mechanical
sprayer then spreading coarse aggregates of second layer at the rate of 0.05cum/sqm
area and compacting, applying binder bulk asphalt of 60/70 grade at the rate of 1.5
kg/sqm in uniform manner with the help of mechanical sprayer then spreading key
aggregate at the rate of 0.013 cum/sqm. area immediately after second spray of
binder and rolling untill the entire coarse is thoroughly compacted and key
aggregates firmly in position etc. complete.Spec. No. : MORT and H 2001 Cl.No.
506.Spec. No.: As directed by Engineer in harge.(Page No.333, I.No. 1656)
4509.90 Sqm 251.00 Rupees two hundred fifty-one only 1131984.90
17 Providing 25 mm. thick open graded premix bituminous carpet,with 60/70 grade
bitumen at 1.825 Kg/Sqm including supplying all material, mixing in drum mix
plant, as directed, preparing &cleaning the base, heating bitumen, applying tack
coat at 0.30 kg/sqm. laying carpet and compacting without seal coat on B.T. surface
Hot Mix Hot laid with paver finisher. With Drum Mix Plant with Hydrostatic
senser Paver without SCADA Spec. No. : MORT and H 2001 Cl.No. 512. (Page
No.336, I.No. 1668) 4509.90 Sqm 191.00 Rupees one hundred ninety-one only 861390.90
18 Providing bituminous liquid seal coat to black top surface, including
supplying all materials including all leads, preparing existing road surface,
heating & applying bitumen (98.00 Kg / 100 Square Metre), spreading chips &
rolling complete (by using bulk asphalt) 1) Using Bulk Bitumen grade (60/70) VG-
30 Spec. No.: MORT&H Cl. No. 511 (Page No.333, I.No. 1654) 4509.90 Sqm 54.00 Rupees fifty-four only 243534.60
19 Providing and fixing N.H./ S.H. Route Marker size 60 cm x 45 cm with one No.
direction plate of size 30 cm x 25 cm preparedon 16 gauge M.S. sheet including
painting with one coat of zinc cromate stoving primer and two coats each of white
and greenback ground and back side gray stove enamelled, bonded with cut out of
red Retro reflective sheet Engineering grade,border /letters / numerals and arrow,
coated with non pealable crystal clearprotective transparent coat retaining 100%
reflection including one No. of M.S. Angle iron post of size 50 x 50 x 5 mm of 3.65
m. long inflated at bottom drilled on top in one piece without joint painted with
white and black bands of 30 cm. fixing board and post with 4 Nos. of high strength
G.I. bolts and nuts of size 10 mm dia. and 20 mm long including all taxes,
conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x
75 cm size as directed by Engineer-in-charge etc. complete. Spec. No. : MORT H
801 I.R.C. : 67-1977.(Page No.364, I.No. 1772)
8.00 No 2277.00 Rupees two thousand two hundred seventy-seven
only
18216.00
20 Providing and fixing Road junction / Information sign board of size 0.90 m x 0.60
m. prepared on 16 gauge M.S. sheet with angle iron frame of size 25 x 25 x 3 mm
including painting with one coat of zinc cromate stoving primer and two coats each
of green white back ground and back side gray stove enamelled, bonded with red
retro reflective sheet Engineering grade, border / letters numeral / arrows, coated
with non pealable crystal clear protective coat retaining 100% reflection including
two angle iron post of size 50 x 50 x 5 mm of 3.65 m. long inflated at bottom
drilled on opand painted in white and black bands of 30 cm. with 4 Nos. high
strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron
post in one piece without joints including all taxes, conveying, fixing in ground
with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by
Engineer-in-charge etc. complete.
Spec. No. : MORT H 801 I.R.C. : 67-1977. (page no 366 I.No 1775)
8.00 No 3390.00 Rupees three thousand three hundred ninety only 27120.00
21 Painting line, Dashes, Arrows etc dir, dust and other foreign matter, demarcation at
site and traffic control (Upto 10cm wide) (Ahmednagar DSR 2016-17) (MORTH-
803) ..New surface . Spec. No.: Morth-803
100.22 Sqm 96.00 Rupees ninety-six only 9621.12
Rupees FALSE 4098497.77
Rupees FALSE 40.98
CD Work
1 Excavation for road way in by mechanical means earth soil of all sorts sand,
gravel, soft murum and hard murum, hard murum with boulders including dressing
section to the required grade, camber and side slopes and conveying the excavated
materialswith all lifts upto a lead of 50m. and spreading for embankment or
stacking etc. as directed by Engineer in charge. Spec. No. : Rd.2 Page No.
180.(Page No.304, I.No. 1478) For CD work (2x3) wall
Bed 10.94 Cum 36.00 Rupees thirty-six only 393.84
2 Excavation for roadway by mechanical means in soft rock, including dressing
section to the required grade, camber and side slopes and conveying the excavated
materials with all lifts upto alead of 50m. and spreading or stacking as
directed.Spec. No. : Rd.5 (MORT and H 2001 Clause No. 301) Page No.184.(Page
No.304, I.No. 1481)
10.94 Cum 199.00 Rupees one hundred ninety-nine only 2177.06
3 Providing and laying in situ cement concrete M-10 / 1:3:6 of trap / granite /
quartzite / gneiss metal for foundation and bedding including bailing-out water
manually formwork, compacting, covering newly laid concrete by gunny bag,
plastic or tarpaulin, curing etc. complete. (Wooden planks / shuttering will not be
allowed) With Natural Sand Spec. No. : Bd.E.1 IS 456 : 2000 Page No. 287(Page
No.25, I.No. 59)
10.94 Cum 4123.46 Rupees four thousand one hundred twenty-three
only
45110.65
Total Rs.
Say Rs in lacs
4 Providing dry trap / granite / quartzite / gneiss rubble stone soling 15 cm to 20 cm
thick including hand packing and compacting complete. Spec. No. : Bd.A.12 Page
No. 264 (Page No.13, I.No. 24)
9.32 Cum 712.82 Rupees seven hundred twelve only 6643.48
5 providing and layning cement concrete pipe of I.S. NP2 class of required diaMeter
in proper line, level and slope including providing,fixing collars in cement mortor
1:2 curing complete 450 mm dia spec.no CD.7 page no 162 Page No. 264 (Page
No.261, I.No. 674,Dhule Nandurbar DSR 2016-1722.50 Rmt 1040.00 Rupees one thousand forty only 23400.00
6 Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in
cement mortar 1:6 in foundations and plinth of inner walls / in plinth of external
walls including bailing-out water manually, striking joints on unexposed faces and
watering complete.Spec. No. : Bd. H.1 Page No. 329 Page No. 264 (Page No.63,
I.No. 180)
42.53 Cum 2979.91 Rupees two thousand nine hundred seventy-nine
only
126735.57
7 Providing and casting in situ cement concrete M-20 of trap / granite / quartzite /
gneiss metal, moulded or chamfered as per drawing oras directed for coping to
plinth or parapet, including centering, form B94work, compacting, covering newly
laid concrete by gunny bag, plastic or tarpaulin, roughening them if special finish is
to be provided and curing and finishing if required etc. complete. (The cement
mortar 1:3 plaster is considered for rendering uneven and honeycombed surface
only. Wooden planks / shuttering will not be allowed) With Natural Sand Spec. No.
: Bd.E.3 IS 456 : 2000 Page No. 288
2.43 Cum 5049.56 Rupees five thousand forty-nine only 12270.43
8 Providing sand faced plaster externally in cement mortar using Kharsalia / Kasaba
or similar type of sand, in all positions including base coat of 15mm thick in C.M.
1:4 using waterproofing compound at 1kg.per cement bag, curing the same for not
less than 3 days and keeping the surface of the base coat rough to receive the sand
faced
treatment 6 to 8mm thick in C.M. 1:4, finishing the surface by taking out grains and
curing for fourteen days, caffolding etc. complete. Spec. No.: Bd. L.7 Page No.
36914.63 Sqm 326.00 Rupees three hundred twenty-six only 4769.38
9 Providing flush grooved pointing with cement mortar 1:3 for stone masonry work
including scaffolding and curing complete. Spec. No.: Bd. L.15 Page No. 372
33.75 Sqm 70.00 Rupees seventy only 2362.50
8 Filling in plinth and floors with approved excavated materials in 15 cm to 20 cm
layers including watering and compaction complete. Spec. No. : Bd.A.10 Page No.
262(Page No.13, I.No. 22)
0.75% of quantity of item number 2
8.21 Cum 228.74 Rupees two hundred twenty-eight only 1876.81
9 Filling in plinth and floors with contractor's material approved by Engineer-in-
charge in 15 cm to 20cm. layers including watering and compaction complete.
Spec. No. : Bd.A.11 Page No. 263 (Page No.13, I.No. 23)
18.23 Cum 622.78 Rupees six hundred twenty-two only 11350.17
Total Rs. 9224997.83
Say Rs. 9225000.00
Estimate Prepared by Jalgaon PWD DSR 2016-17
Sign. Of Contractor Dy. University Engineer University Engineer
MPKV, Rahuri. MPKV, Rahuri. MPKV, Rahuri.
Rupees ninety-two lakhs twenty-five thousand only
Estimate Prepared by Estimate is techanically checked Estimate is techanically approved.
Item
No.
Particular of Items T. Qty Unit Rate Rate in words Amount
1 Labour charges for removing grass thorny shurbs, Jungli shrub Kubabul and a like grass along road
side making the ground by showel and phavaras etc. complete.
1812.00 Sqm 8.00 Rupees eight only 14496.00
2 Supplying hard murum/ Kankar at the road side, including conveying and stacking complete.
1) Rupees FALSE
For 60mm metal 4499.80 Cum 437.00 Rupees four hundred thirty-
seven only
1966412.60
3 Compacting the hard murum side with layer wise on each side with Vibratory Roller, roller
including artifical watering etc. complete.
16610.00 Sqm 8.00 Rupees eight only 132880.00
4 Supplying trap/ granite/ quartzite/ gneiss stone metal of 60 mm size by bringing the rubble /
boulders at the road side, breaking them to required gradation including conveying rubble /
boulders and stacking broken metal etc. complete a) By breaking rubble obtained by blasting (
Hand Broken).Spec. No. : Rd.19 Page No. 197.60 mm layer loose 150mm compacted 100mm Rupees FALSE
2838.80 Cum 596.00 Rupees five hundred ninety-
six only
1691924.8
5 Supplying trap/ granite/ quartzite/ gneiss stone metal of 40 mm size by bringing the rubble /
boulders at the road side, breaking them to required gradation including conveying rubble /
boulders and stacking broken metal etc. complete a) By breaking rubble obtained by
blasting. (Hand Broken).Spec. No. : Rd.19 Page No. 197.40 mm layer loose 100mm compacted 75mm Rupees FALSE
1359.00 Cum 617.00 Rupees six hundred seventeen
only
838503
6 Spreading 40mm metal including sectioning complete.
Spec. No. : Rd.34 Page No. 208
SCHEDULE-B
Name of work: -
PROVIDING WBM AND CARPET ROAD FOR INTERNAL CAMPUS OF AGRICULTURAL COLLEGE, AT MUKTAINAGAR, DIST-JALGAON.
Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00
Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00 Basic Rate 600.00
Qty same as Item No. 4 2838.80 Cum 36.00 Rupees thirty-six only 102196.80
7 Spreading 60mm /80 mm metal including sectioning complete.
Spec. No. : Rd.29Page No. 205
Qty same as Item No. 5 1359.00 Cum 38.00 Rupees thirty-eight only 51642.00
8 Supplyig soft murum at the road side, including conveying and stacking complete
679.50 Cum 432.00 Rupees four hundred thirty-
two only
293544.00
9 Spreading hard murum, soft murum, gravel, sand for various works complete.
Qty Saem Item No. 8 679.50 Cum 20.00 Rupees twenty only 13590.00
10 Compacting the hard murum side with layer wise on each side with Vibratory Roller, roller
including artifical watering etc. complete.
For formation 13590.00 Sqm 8.00 Rupees eight only 108720.00
11 Compacting the subgrade/ gravel/ oversize metal/ (200 loose) layers with power roller including
necessary, labour, materials and artificial watering complete.
60 mm over size metal 13590.00 Sqm 15.00 Rupees fifteen only 203850.00
12 Compacting the subgrade/ gravel/ oversize metal/ (100 loose) layers with power roller including
necessary, labour, materials and artificial watering complete.
40 mm size metal 13590.00 Sqm 11.00 Rupees eleven only 149490.00
13 Providing and laying cement concrete pipe of I.S. NP-2 class of required diaMetre in proper line,
level & slope including providing, fixing collars in cement mortar 1:2, curing complete.450 mm.
Dia. Spec. No.: CD.7 Page.No. 162
450 mm dia 37.50 Rmt 1040.00 Rupees one thousand forty
only
39000.00
14 Providing and laying 75 mm thick built-up spray grout over existing water bound macadam
surface including thoroughly cleaning the water bound macadam surface by using mechanical
broom or approved equipment, spreading coarse aggregates at the rate of 0.05 cum/Square
Metre area and Compacting metal layer to desired degree of compaction so that the surface is
uniform and free from deformities, applying binder bulk asphalt of 60/70 grade at the rate of 1.5
kg/Square Metre in uniform manner with the help of mechanical sprayer then spreading coarse
aggregates of second layer at the rate of 0.05 cum/Square
Metre area and Compacting with power/ vibratory roller, applying binder bulk asphalt of 60/70
grade at the rate of 1.5 kg/Square Metre in uniform manner with the help of mechanical sprayer
then spreading key aggregate at the rate of 0.013 cum/Square Metre. area immediately after second
spray of binder and rolling untill the entire coarse is thoroughly compacted and key aggregates
firmly in position etc. complete.Spec. No.: As directed by Engineer in charge.
13590.00 Sqm 251.00 Rupees two hundred fifty-one
only
3411090.00
15 Providing 25 mm. thick open graded premix bituminous carpet,
with 60/70 grade bitumen at 1.825 Kg/Sqm including supplying
all material, mixing in drum mix plant, as directed, preparing & cleaning the base, heating
bitumen, applying tack coat at 0.30 kg/sqm. laying carpet and compacting without seal coat on
B.T. surface Hot Mix Hot laid with paver finisher. With Drum Mix Plant with Hydrostatic senser
Paver without SCADA
Spec. No. : MORT and H 2001 Cl.No. 512. 13590.00 Sqm 191.00 Rupees one hundred ninety-
one only
2595690.00
16 Providing bituminous liquid seal coat to black top surface, including supplying all materials
including all leads, preparing existing road surface, heating & applying bitumen (98.00 Kg / 100
Square Metre), spreading chips & rolling complete (by using bulk asphalt) 1) Using Bulk
Bitumen grade (60/70) VG-30 Spec. No.: MORT&H Cl. No. 511 13590.00 Sqm 54.00 Rupees fifty-four only 733860.00
17 Providing and fixing N.H./ S.H. Route Marker size 60 cm x 45 cm with one No. direction plate of
size 30 cm x 25 cm prepared on 16 gauge M.S. sheet including painting with one coat of zinc
cromate stoving primer and two coats each of white and green back ground and back side gray
stove enamelled, bonded with cut out of red Retro reflective sheet Engineering grade, border /
letters / numerals and arrow, coated with non pealable crystal clear protective transparent coat
retaining 100% reflection including one number of M.S. Angle iron post of size 50 x 50 x 5 mm of
3.65 m. long inflated at bottom drilled on top in one piece without joint painted with white and
black bands of 25 cm. fixing board and post with 4 Nos. of high strength G.I. bolts and nuts of size
10 mm dia. and 20 mm long including all taxes, conveying, fixing in ground with cement concrete
1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in-charge etc. complete. Spec.
No.: MORTH 801 I.R.C.: 67-1977
19.00 No 2277.00 Rupees two thousand two
hundred seventy-seven only
43263.00
18 Providing and fixing Road junction / Information sign board of size 1.20 m x 0.75 m. prepared
on 16 gauge M.S. sheet with angle iron frame of size 35 x 35 x 3 mm with cross bracing of
size 25 x 25 x 3 mm including painting with one coat of zinc cromate stoving primer and two coats
each of green/white back ground and back side gray stove enamelled, bonded with red retro
reflective sheet Engineering grade, border / letters / numeral / arrows, coated with non pealable
crystal clear protective coat retaining 100% reflection including two angle iron post of size 50 x 50
x 5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of
25 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and
angle iron post in one piece without joints including all taxes, conveying, fixing in ground with
cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in- charge etc.
complete. Spec. No.: MORTH 801 I.R.C.: 67-1977
7.00 No 3390.00 Rupees three thousand three
hundred ninety only
23730.00
19 Painting line, Dashes, Arrows etc dir, dust and other foreign matter, demarcation at site and traffic
control (Upto 10cm wide) (MORTH-803) ..New surface . Spec. No.: Morth-803 (Ahmednagar
DSR 2016-17)
897.00 Sqm 96.00 Rupees ninety-six only 86112.00
12499994.20
12500000.00
Estimate Prepared by Jalgaon PWD DSR 2016-17
Say Rs in lacs
Estimate Prepared by Estimate is techanically checked Estimate is techanically approved.
Sectional Engineer(C ) Dy. University Engineer University Engineer
MPKV, Rahuri. MPKV, Rahuri. MPKV, Rahuri.
Total Rs.
1
Item
No.
Particular of Items T. Qty Unit Rate Rate in words Amount
A- UCR Compound wall for Ladies Hostel and south side of farm
1 Cutting own the road side thorny Bushes (Wedi babhule, excreta) having girth from 5 centimeter to 20 centimeter including removing
their roots, stacking and conveying the materials upto 1.00 Kilometer removing vegetation including leveling the ground as directed for
both sides of road excreta complete.
Along the line out of compound wall 3200.00 Sqm 8.00 Rupees eight only 25600.00
2 Excavation for foundation in earth soil of all types sand, gravel and soft murum, including removing the excavated material up to a
distance of 50 m beyond the building area & stacking an spreading as directed, dewatering, preparing the bed for the foundation and
necessary backfilling ramming, watering including shoring and strutting etc. complete. a) Lift upto 1.5 m
360.00 Cum 115.00 Rupees one hundred fifteen only 41400.00
3 Excavation for foundation in hard murum and boulders including removing the excavated materials up to a distance 50 metres, beyond
the building area and stacking and spreading as directed, dewatering, preparing the bed for th foundation and necessary backilling,
ramming, watering including shoring and strutting etc. complete. i) Lift upto 1.5 m.
360.00 Cum 155.00 Rupees one hundred fifty-five
only
55800.00
4 Excavation for foundation in soft rock or old cement or lime masonry foundation including removing the excavated materials upto a
distance of 50 meters beyond the building area and stacking as directed including dewatering, preparing the bed for the foundation and
necessary, watering including shoring and strutting etc. complete. a) Lift upto 1.5 m.
720.00 Cum 305.00 Rupees three hundred five only 219600.00
5 Providing & laying in situ cement concrete M-10/ 1:3:6 of trap/granite/quartzite/gneiss metal for foundation and bedding including
bailing out eater manually formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc, complete.
(Wooden planks/shuttering will not be allowed)
120.00 Cum 4123.46 Rupees four thousand one
hundred twenty-three and paise
forty-six only
494815.20
6 Providing uncoursed rubble masonry of trap/ granite /quartzite/gneiss stones in cement mortar 1:6 in foundation and plinth of inner
walls/in plinth of external walls including bailig-out water manually, striking joints on unexposed faces and watering complete.
1056.00 Cum 2979.91 Rupees two thousand nine
hundred seventy-nine and paise
ninety-one only
3146784.96
7 Providing & casting in situ cement concrete M-15/ 1:2:4 of trap/granite/quartzite/gneiss metal moulded or chamfered as per drawing or
as directed for coping to plinth or parapet, including bailing out eater manually formwork, compacting, covering newly laid concrete by
gunny bag, plastic or tarpaulin, curing etc, complete. (The cement mortar 1:3 Plaster is considered for rendering uneven and honey
combed surface only. Wooden planks/shuttering will not be allowed)
168.00 Cum 5049.56 Rupees five thousand forty-nine
and paise fifty-six only
848326.08
8 Providing and casting in situ cement concrete M-20 of trap / granite / quartzite / gneiss metal, moulded or chamfered as per drawing or
as directed for bed blocks, foundation blocks, including centering, form work, compacting, covering newly laid concrete by gunny
bag, plastic or tarpaulin, roughening them if special finish is to be provided and curing and finishing if required etc. complete. (The
cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Wooden planks / shuttering will not be
allowed) With Natural SandSpec. No. : Bd.E.4 IS 456 : 2000 Page No. 289
Bed block at 2.5 mtr c/c 38.88 Cum 5426.56 Rupees five thousand four
hundred twenty-six and paise fifty-
six only
210984.65
SCHEDULE-B
Name of work: -
Construction of Compound wall for Agriculture College Farm, Muktainagar, Dist- Jalgaon.
2
9 Providing uncoursed rubble masonry of trap / granite / quartzite/ gneiss stones in cement mortar 1:6 in superstructure including raking
out joints when plastering is to be done / striking joints when no plastering is to be done watering and scaffolding complete.
Deduct bed block qty of Item No. 9 1401.12 Cum 3099.91 Rupees three thousand ninety-
nine and paise ninety-one only
4343345.90
10 Providing coursed rubble masonry 1st sort for pillars of trap / granite / quartzite/ gneiss stones in cement mortar 1:6 including pointing
with cement mortar 1:3 scaffolding and watering complete.
Expansion joint at 12.50 mtr 54.43 Cum 4164.91 Rupees four thousand one
hundred sixty-four and paise
ninety-one only
226696.05
11 Providing flush grooved pointing with cement mortar 1:3 for stone masonry work including scaffolding and curing complete.
6720.00 Sqm 69.68 Rupees sixty-nine and paise sixty-
eight only
468249.60
12 Providing sand faced plaster externally in cement mortar using Kharsalia / Kasaba or similar type of sand, in all positions including base
coat of 15 mm thick in C.M. 1:4 using waterproofing compound at 1 kg per cement bag, curing the same for not less than 3 days and
keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in C.M. 1:4 finishing the surface by taking
out grains and curing for fourteen days scaffolding etc. complete.
Coping of parapet and plinth 1200.00 Sqm 325.84 Rupees three hundred twenty-five
and paise eighty-four only
391008.00
13 Providing patta 100 mm wide on plastered surface 12mm to 15mm thick in c.m. 1:3 in line and level including neat finishing,
scaffolding, curing etc. complete.
(2x2) 6513.000 Rmt 27.00 Rupees twenty-seven only 175851.00
14 Providing and applying two coats of polymer based external paint of standard manufacture like Apex from Asian Paints, Excel from
Nerolac paints of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the
surface etc. for specified buildings complete. (Sample and brand is to be got approved from Executive Engineer before use) (Prior
specific permission of S.E. shall be obtained before inclusion of this item in the estimate.) Spec. No.: As directed by Engineer in charge.
1200.00 Sqm 210.00 Rupees two hundred ten only 252000.00
15 Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed designs and
drawing including fixing in position without connecting plates, braces etc. and one coat of anticorrosive paint and over it two coats of oil
paintings of approved quality and shade complete. Spec. No.: Bd.C.2 Page No. 275
MT
3.922 MT 56448.00 Rupees fifty-six thousand four
hundred forty-eight only
221389.06
16 Providing and fixing four rows of barbed wire of 14 SWG (wt. 0.149 kg/mr) to be fixed on angle fixed on URC wall includign U pins,
Material labour, transprtaion, octroi, loading, unloading and all Government taxes etc. Complete as directed by University Engineer
1600.00 Rmt 57.00 Rupees fifty-seven only 91200.00
11213050.50
B- Security Cabin & Entrance Arch
Item
No.
Particular of Items T. Qty Unit Rate Rate in words Amount
1 Excavation for foundation in earth soil of all types sand, gravel and soft murum, including removing the excavated material up to a
distance of 50 m beyond the building area & stacking an spreading as directed, dewatering, preparing the bed for the foundation and
necessary backfilling ramming, watering including shoring and strutting etc.complete.
Step 18.63 Cum. 115.00 Rupees one hundred fifteen only 2142.45
Total Rs.
3
2 Excavation for foundation in hard murum and boulders including removing the excavated materials up to a distance 50 metres, beyond
the building area and stacking and spreading as directed, dewatering, preparing the bed for th foundation and necessary backilling,
ramming, watering including shoring and strutting etc. complete. i) Lift upto 1.5 m.
Step 6.20 Cum. 155.00 Rupees one hundred fifty-five
only
961.00
3 Providing & laying in situ cement concrete M-10/ 1:3:6 of trap/granite/quartzite/gneiss metal for foundation and bedding including
bailing out eater manually formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc, complete.
(Wooden planks/shuttering will not be allowed)
Step 3.87 Cum 4123.46 Rupees four thousand one
hundred twenty-three and paise
forty-six only
15957.79
4 Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundations and plinth of inner
walls/in plinth of external walls including bailing out water manually, striking joints on unexposed faces and watering complete.
19.05 Cum 2979.91 Rupees two thousand nine
hundred seventy-nine and paise
ninety-one only
56767.29
5 Providing & casting in situ cement concrete M-15/1:2:4 of trap/ granite /quartzite /gneiss metal, moulded or chamfered as per drawing or
as directed including centering, form work, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, roughening
them if special finish is to be provided and curing and finishing if required etc, complete. (Page No. 16 I No. 7 – i)
parapet 1.22 Cum 5049.56 Rupees five thousand forty-nine
and paise fifty-six only
6160.46
6 Filling in plinth and floors with approved excavated materials in 15 cm to 20 cm layers including watering and compaction complete.
Net Qty. = 3.79 4.65 Cum. 228.74 Rupees two hundred twenty-eight
and paise seventy-four only
1063.64
7 Filling in plinth and floors with contractors material approved by Engineer-in-Charge in 15 cm to 20 cm layers including watering and
compaction complete.
Deduct Qty. of Item No. 6 15.74 Cum. 622.78 Rupees six hundred twenty-two
only
9802.56
8 Providing dry trap / granite / quartzite / gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting
complete. Spec. No. : Bd.A.12 Page No. 264
2.84 Cum 712.81 Rupees seven hundred twelve and
paise eighty-one only
2024.38
9 Providing Brick masonry in cement mortar 1:6 using Second Class Burnt Bricks in superstructure including striking joints raking out
joints, watering and scaffolding complete
Deduct Beam & lintel 10.48 Cum. 6389.07 Rupees six thousand three
hundred eighty-nine and paise
seven only
66957.45
10 Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in
all positions including scaffolding and curing complete.Spec. No.: Bd. L.2 Page No. 368
For Ceiling 12.00 Sqm 152.95 Rupees one hundred fifty-two and
paise ninety-five only
1835.40
11 Providing neeru finish to plastered surfaces for ceiling including scaffolding and curing complete. Spec. No.: Bd. L.10 Page No. 370
Qty same as Internal cement plaster 12.00 Sqm 27.00 Rupees twenty-seven only 324.00
12 Providing internal cement plaster 20 mm thick in two costs in cement mortar 1:5 including neeru finish, to concrete, brick surface, in all
positions including scaffolding and curing complete.
4
(2.70+3.20/2) 41.30 Sq.m 213.36 Rupees two hundred thirteen and
paise thirty-six only
8811.77
13 Providing neeru finish to plastered surfaces in a all positions except ceiling including scaffolding and curing complete.
Spec. No.: Bd. L.10 Page No. 370
Qty same as Internal cement plaster 41.30 Sqm 27.00 Rupees twenty-seven only 1115.10
14 Providing sand faced plaster externally in cement mortar using Kharsalia / Kasaba or similar type of sand, in all positions including base
coat of 15 mm thick in C.M. 1:4 using waterproofing compound at 1 kg per cement bag, curing the same for not less than 3 days and
keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in C.M. 1:4 finishing the surface by taking
out grains and curing for fourteen days scaffolding etc. complete.
( - ) W 119.79 Sqm 325.84 Rupees three hundred twenty-five
and paise eighty-four only
39032.37
15 Providing and laying in situ cement concrete of M-20 grade of trap / granite / quartzite / gneiss metal for R.C.C. work in foundations
like raft, grillages, strips, foundations and footings of R.C.C. columns and steel stanchions including bailing-out water manually,
formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing and roughening the surface if special
finish is to be provided (Excluding reinforcement, & structural steel) The cement mortar 1:3 plaster is considered for rendering uneven
and honeycombed surface only. (Wooden planks / shuttering will not be allowed) With natural sand. Spec. No. : Bd.F.2 IS 456 : 2000
Page No. 298
Arch footing 2.30 Cum 5021.56 Rupees five thousand twenty-one
and paise fifty-six only
11549.59
16 Providing and casting in situ cement concrete of M-20 grade of trap granite / quartzite / gneiss metal for R.C.C. columns as per
detailed designs and drawings or as directed including fixing plastic cover block of required size at 1.5 meter C/C near the edge
of each side and at the center when the width is more than 75 cm. to reinforcement to give required clear cover 40mm to 65mm from all
sides in R.C.C. Column, centering, formwork of plywood / steel, compaction, covering newly laid concrete by gunny bag, plastic or
tarpaulin, finishing the formed surface with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or
roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement.) The cement mortar 1:3 plaster is
considered for rendering uneven and honeycombed surface only. (Wooden planks / shuttering will not be allowed) With Natural
SandSpec. No. : Bd.F.5 IS 456 : 2000 Page No. 300
Arch footing (4x0.785) 2.03 Cum 7211.56 Rupees seven thousand two
hundred eleven and paise fifty-six
only
14639.47
17 Providing and casting in situ cement concrete of M-20 grade of trap granite / quartzite / gneiss metal for R.C.C. beams and lintels as
per detailed designs and drawings or as directed including placing in position plastic cover block of required size at 90 cm. C/C
each main bottom bars to stamping at sides to give required clear cover from all sides in R.C.C. Beam, centering, formwork of plywood /
steel, compaction, covering newly laid concrete by gunny bag, plastic or tarpaulin, finishing the formed surface with cement mortar 1:3 of
sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc.
complete. (Excluding reinforcement. The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only.
Wooden planks / shuttering will not be allowed) With natural sand. Spec. No. : Bd.F.6 IS 456 : 2000 Page No. 300
0.23 Cum. 7286.56 Rupees seven thousand two
hundred eighty-six and paise fifty-
six only
1675.91
18 Providing and casting in situ cement concrete of M-20 grade of trap granite / quartzite / gneiss metal for R.C.C. slabs and landings as
per detailed designs and drawings or as directed including fixing plastic cover block of required size at 27 Nos in per 10Sqm to
reinforcement to give a clear cover of 15 mm in R.C.C. Slabs, fixing fan hook box of 100 mm diameter PVC or MS materialwith required
depth with holes or notches as required, bottom with 12 mm dia. M.S. bar bent to shape with hooked ends for fan hook and painting to
exposed surface, centering, formwork of steel, ompaction, covering newly laid concrete by gunny bag, plastic or tarpaulin, finishing the
formed surface with cement mortar 1:3 of sufficient minimum thickness to ive a smooth and even surface or roughening if special finish
is to be provided and curing etc. complete. (Excluding reinforcement. The cement mortar 1:3 plaster is considered for rendering uneven
and honeycombed surface only. Wooden planks / shuttering will not be allowed) With natural sand. Spec. No. : Bd.F.8 IS 456 : 2000
Page No. 302
5
4.08 Cum 7551.56 Rupees seven thousand five
hundred fifty-one and paise fifty-
six only
30810.36
6
19 Providing and fixing in position T.M.T. steel bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs,
beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and
schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.(T.M.T.
steel from Integreted Plant) Spec. No. : Bd.F.17 Page No. 306
100 kg/Cum of concrete 0.864 MT 53834.00 Rupees fifty-three thousand eight
hundred thirty-four only
46512.58
20 Supplying and fixing in position Powder coated aluminium extruded section three track sliding windows upto 1.2 meter height, outer
frame made from section of overall size 92 mm x 45 mm, bottom section with or without drains track section weighing 0.901 kg. per
running metre & top & side section weighing 0.838 kg. per running metre with shutters of sections made of 19mm. x 40mm. size having
average weight of 0.6 kg per R.M. (or as per required size with change in proportionate weight) with 5.5 mm selected quality plain
sheet glass fixed with nylon encased tainless rollers, necessary locks and handles etc. complete. (Drawing job No.T-MISC / 5000
Drg.No.22 dt.3.2.92.) Additional Item. Spec. No. As directed by Engineer in charge.
7.20 Sq.m 4375.00 Rupees four thousand three
hundred seventy-five only
31500.00
21 Providing and fixing mild steel grill work weighing 20 kg / sqm. for windows, ventilators etc. as per drawing including fixtures,
necessary welding & painting with one coats of anti corrosive paint & two coats of oil painting complete.Spec. No.: Bd.U.1 Page No.
537
Qty same as above 7.20 Sq.m 1584.00 Rupees one thousand five
hundred eighty-four only
11404.80
22 Providing and fixing steel frame of angle 50x 50 x 6mm. for doors with 16 mm dia M.S. bars horizontally at 10 cm. c / c for ventilator
portion including iron hold fasts, hinges 40 x 6mm. for fixing shutters including welding, painting, finishing etc. complete. Additional
Item. Spec. No. As directed by Engineer in charge.
1.89 Sq.m 747.00 Rupees seven hundred forty-seven
only
1411.83
23 Providing & fixing country teak wood single leaf second class fully paneled door for exterior walls without ventilator as per detailed
drawings including iron oxidised fixtures and fastenings & finishing the wood work with one coat of primer and two coats of Oli painting
(excluding the door frame) complete.
7
1.89 Sq.m 3146.00 Rupees three thousand one
hundred forty-six only
5945.94
24 Providing and applying two coats of polymer based external paint of standard manufacture like Apex from Asian Paints, Excel from
Nerolac paints of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the
surface etc. for specified buildings complete. (Sample and brand is to be got approved from Executive Engineer before use) (Prior
specific permission of S.E. shall be obtained before inclusion of this item in the estimate.) Spec. No.: As directed by Engineer in charge.
Qty of Sand faced Plaster as per above 119.79 Sq.m 210.00 Rupees two hundred ten only 25155.90
25 Providing & applying washable oil-bond distemper of approved colour and shade to old & new surfaces in two coats including
scaffolding, preparing the surfaces.(excluding the primer coat.) complete.
Qty. of Internal Plaster.As per above 41.30 Sq.m 36.00 Rupees thirty-six only 1486.80
26 Providing and laying polished Kotah stone flooring HAND CUT to 25mm to 30mm thick and of required width in plain / diamond
pattern on a bed of / 1:4 cement mortar including cement float, filling joints with neat cement slurry, curing, polishing and cleaning
complete.Spec. No. : Bd.M.3 Page No. 380
15.60 Sq.m 1059.29 Rupees one thousand fifty-nine
and paise twenty-nine only
16524.92
27 Labour charges for providing groove in external plaster having width of 2.5 c.m. and spaced at a distance of 45 c.m. etc. complete.
15.47 Rmt. 105.00 Rupees one hundred five only 1624.35
Total Rs. 413198.11
8
C- Main Gate & other gate
Item
No.
Particular of Items T. Qty Unit Rate Rate in words Amount
1 Excavation for foundation in earth soil of all types sand, gravel and soft murum, including removing the excavated material up to a
distance of 50 m beyond the building area & stacking an spreading as directed, dewatering, preparing the bed for the foundation
and necessary backfilling ramming, watering including shoring and strutting etc. complete. a) Lift upto 1.5 m.
Bootom Bema (2x2) 1.76 Cum. 115.00 Rupees one hundred fifteen only 202.40
2 Excavation for foundation in hard murum and boulders including removing the excavated materials up to a distance 50 metres,
beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for th foundation and necessary
backilling, ramming, watering including shoring and strutting etc. complete. e) Lift upto 1.5 m.
Bootom Bema (2x2) 5.78 Cum. 155.00 Rupees one hundred fifty-five
only
895.90
3 Providing & laying in situ cement concrete M-10/ 1:3:6 of trap/granite/quartzite/gneiss metal for foundation and bedding including
bailing out eater manually formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc, complete.
(Wooden planks/shuttering will not be allowed)
1.76 Cum 4123.46 Rupees four thousand one
hundred twenty-three and paise
forty-six only
7257.29
4 Providing and casting in situ cement concrete M-20 of trap / granite / quartzite / gneiss metal, moulded or chamfered as per
drawing or as directed for bed blocks, foundation blocks, including centering, form work, compacting, covering newly laid
concrete by gunny bag, plastic or tarpaulin, roughening them if special finish is to be provided and curing and finishing if required
etc. complete. (The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Wooden planks
/ shuttering will not be allowed) With Natural SandSpec. No. : Bd.E.4 IS 456 : 2000 Page No. 289
Guid (2x4x2) 1.46 Cum 5426.56 Rupees five thousand four
hundred twenty-six and paise fifty-
six only
7922.78
5 Providing and casting in situ cement concrete of M-20 grade of trap granite / quartzite / gneiss metal for R.C.C. beams and lintels as
per detailed designs and drawings or as directed including placing in position plastic cover block of required size at 90 cm. C/C
each main bottom bars to stamping at sides to give required clear cover from all sides in R.C.C. Beam, centering, formwork of plywood /
steel, compaction, covering newly laid concrete by gunny bag, plastic or tarpaulin, finishing the formed surface with cement mortar 1:3 of
sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc.
complete. (Excluding reinforcement. The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only.
Wooden planks / shuttering will not be allowed) With natural sand. Spec. No. : Bd.F.6 IS 456 : 2000 Page No. 300
Bottom beam (2x2) 2.88 Cum. 7286.56 Rupees seven thousand two
hundred eighty-six and paise fifty-
six only
20985.29
6 Providing and fixing in position T.M.T. steel bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs,
beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and
schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.(T.M.T.
steel from Integreted Plant) Spec. No. : Bd.F.17 Page No. 306
Qty 70 Kg/Cum of Concrete 0.202 MT 53834.00 Rupees fifty-three thousand eight
hundred thirty-four only
10874.47
7 Providing and fabricating structural steel work in rolled sanctions like joists, channels, angles tees etc. as per details designs and
drawing including fixing in position without connecting plates, braces etc. and one coat of anticorrosive paint and ovet two coats
of oil paintings.
MT
2.851 MT 56448.00 Rupees fifty-six thousand four
hundred forty-eight only
160933.25
9
8 Providing and fixing mild steel grill gate with frame having weight of gate 30 kg / sqm as per the detailed drawing including
hinges, pivot blocks locking arrangement welding riveting and 3 coats of oil painting of approved shade etc. complete.Spec. No.:
Bd.W.6 Page No. 585
For other side farm 14.280 Sqm 2740.00 Rupees two thousand seven
hundred forty only
39127.20
Total Rs. 248198.58
D- Chain link fencing for other sides
Item
No.
Particular of Items T. Qty Unit Rate Rate in words Amount
1 Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm 8 gauge thick and fixed 75 mm above
Ground level vertical M.S Angle of 40 x 40 x 6 mm size embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c /
c with iron bar 16 mm dia as hold fast including welding link with angle frame at 30 cm c / c nuts and bolts and horizontal M.S. Angles
at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x
6 mm Angles both sides at every corner or bends embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of
oil painting etc. complete. Additional Item Spec. No. : As directed by Engineer in charge.
For other sides 100.44 Rmt 1250.00 Rupees one thousand two
hundred fifty only
125552.50
Total Rs. 125552.50
Total Rs. 11999999.69
Rupees one cror nineteen lakkhs ninety nine thousand nine hundred ninety nine only. Say Rs. 12000000.00
University Engineer
MPKV, Rahuri.
Signature of the Contractor
with date
10
1 as per Test
proposed
Testing and providing test result reports from
Govt. laboratories of Soil of Farmland of
A.C.Muktainagargr as per Govt. rates. The test
should be gradation, plastic limit, Standard
procter density, bearing capacity OMC, CBR,
Compaction, Sieve analysis etc. as per
requirment of University Authorities and the
payment will be made after production of
Govt. Lab receipt and reports.
as per
Test
propose
d
As per Govt.
Laboratories
Rate.
As per Govt. Laboratories Rate. 1000000
Total Rupees Ten Lakh Only
Quantity
estimated
but may
ITEM DESCRIPTION UNIT or
Per
Rate Rate in Words Amount
Dated Sign of Contractor University Enginner
Subwork No-29
Name of Work : Investigation of Soil of Farm Land at Govt.Collgege of Agriculture Muktainagar ,
Dist - Jalgaon for Mahatma Phule Krushi Vidyapeeth, Rahuri
Schedule B.Sr. No.
ContractorNo. of Corrections
1 Univercity Engineer
1 5000.000 Hiring 76 HP / 8 to 10 MT JCB machine on
Machine Hrs.Basis for preparation of plot
including removing thorny trees,bushes
cleaning plot and excavation of uneven land
in soil, hard murum including
conveying,dosing ,spereading,leveling for
suitable of Irrigation failities, farm road, play
ground, trenches etc. as directed by Engineer
in charge including diesel operator ,
Transportation, including all taxes
etc.complete (page No.461, sr No.95/277 new
277) Basic Rate Rs.7000.00 per day
(Rs.7000.00/7 hrs=Rs. 1000/- per hrs.
Machine
Hrs.
1000.00 Rupees One Thousand Only 5000000
Total Rs.Fifty lakh only
Dated Sign of Contractor
Amount
University Enginner
UNIT or
Per
Rate Rate in Words
Subwork No-30
Name of Work :Preparing Land Development by Hiring JCB Machine of Agriculture Collgege at
Muktainagar ,Dist - Jalgaon for Mahatma Phule Krushi Vidyapeeth, Rahuri
Schedule B.Sr. No. Quantity
estimated
but may
ITEM DESCRIPTION
ContractorNo. of Corrections
1 Univercity Engineer
W1 W1 W1 W1 W1 W1
LIBRARY
22.77 X 9.20 M
H.O.D 4.44 X 5.35 M
W1
W1 W1
W1 W1
H.O.D 4.44 X 5.35 M
W1
D2
W1 W1
W2 W2 W1 W1
W1 W1
W1 V W1 W1
TOILET D3
1.20 X 1.84 M
D2
W1 W1 W1 W2
D3
V1
GENTS TOILET
4.44 X 5.20 M
LAB STAFF
6.59 X 5.20 M
H.O.D
2.40 X 3.20 M
H.O.D
2.40 X 3.20 M
ROOM
3.30 X 5.20 M
ROOM
3.30 X 5.20 M
R = 0.15 M
T = 0.30 M
WIDTH = 2.40 M
9 10 11 12 13 14 15 16
STENO ROOM
3.30 X 5.20 M
D3
ANTICHAMBER
3.60 X 2.70 M
V1
CONFERENCE ROOM D3
6.83 X 5.20 M
D2
V1 D3
D3
D2 D2
D2 D2
8 17
7 18
6 19
5 20
4 21
3 LIFT 22 1.79 X 2.10 M
2 23
D3 D3 WAITING
3.60 X 2.39 M
ASST. DEAN
4.49 X 5.20 M
D2
LADIES TOILET
4.44 X 5.20 M
D3 W.C
1.20 X 1.00 M V1
D3
1 24
D1 UP 25
D2 D2 D2
W1 W1
RAM DOWN 2.70 M WIDE PASSAGE 2.70 M WIDE PASSAGE RAM DOWN
+ 0.00M
W2
+ 0.90M
D1 D1 D1
D1 D1
STRONG ROOM
3.90 X 2.50M
+ 0.90M + 0.00M
W2
LAB - 01
10.50 X 7.50 M
W2
LAB STAFF
5.25 X 7.50 M
LAB - 02
10.50 X 7.50 M
ADMINISTRATION OFFICE
11.85 X 7.50M ACCOUNT OFFICE
10.50 X 7.50M
RECORD ROOM
3.90 X 4.77 M
W2
W2 W2 W2 W2 W3 W3 W2 W2 W2 FLOWER BED
1 2 3 4 5 6
+ 0.90M
FLOWER BED
6 5 4 3 2 1
W2 W2
W2 W3 W3 W2 W2
W2 W2
D D
UP FLOWER BED UP
ADMIN + 0.00M + 0.00M
PORCH
13.80 X 7.00 M
GROUND FLOOR PLAN
TERRACE
22.77 X 9.20 M
STORE ROOM
W1 4.44 X 3.13 M
GIRLS ROOM 4.44 X 5.35 M
W1
W1 W2
W2 W1 W1
W1
W1 W1
W1 W1 W1
D2
W1 W1 W2
V1
GENTS TOILET
4.44 X 5.20 M
H.O.D 2.40 X 3.20 M
H.O.D 2.40 X 3.20 M
R = 0.15 M
T = 0.30 M
WIDTH = 2.40 M
9 10 11 12 13 14 15 16
V1
D3
COMPUTER HALL
D2
V1 D3
D3
ROOM
3.06 X 5.20 M
D2
D2 D2
ROOM
3.30 X 5.20 M
D2
ROOM
3.30 X 5.20 M
D2
8
7
6
5
4
3 LIFT 1.79 X 2.10 M
2
1
17
18
19
20
21
22
23
24
25 DN D1
18.91 X 5.20 M
D1
D2
LADIES TOILET
4.44 X 5.20 M
D3 W.C
1.20 X 1.00 M V1
D3
2.70 M WIDE PASSAGE 2.70 M WIDE PASSAGE
W W
D1 D1 D1 D1 D1 D1
W2
CLASS ROOM - 01
10.50 X 7.50 M
W2
LAB STAFF
5.25 X 7.50 M
CLASS ROOM - 02
10.50 X 7.50 M
CLASS ROOM - 03
10.50 X 7.50 M
LAB STAFF
5.25 X 7.50 M
CLASS ROOM - 04
10.50 X 7.50 M
W2 W2
W2 W2 W3 W3 W2
W2 W2
W2 W2
W2 W3
W3 W2 W2
W2 W2
TERRACE
6.00 X 13.80 M
FIRST FLOOR PLAN
ADMIN
STORE 2.00 X 2.00
KITCHEN 3.75 X 3.00
ROOM 4.50 X 3.78
DINNING HALL
10.25 X 7.33
ROOM 4.50 X 3.78
COURTYARD
ROOM
3.98 X 2.50
LVL. +0.6M
UP
LVL. +0.0M
GROUND FLOOR PLAN HOSTEL BLOCK
W.C. 0.90 X 1.20
W.C. 0.90 X 1.20
ROOM
5.07 X 5.53 M
BATH 1.50 X 1.20
BATH 1.50 X 1.20
ROOM
5.07 X 5.53 M
ROOM 4.50 X 3.78
ROOM 4.50 X 3.78
RECREATION ROOM
FIRST FLOOR PLAN HOSTEL BLOCK
LVL + 0.90 LVL + 0.90
TOILET
HIS
ATT.TOILET
1.2 x 1.80
UP
(0,0)
UP
SHOP -1
3.90 X 3.00
SHOP -2
3.90 X 3.00
DUCT
1.21 x 4.23
1.20 x 0.90
TOILET
1.20 x 0.90
TOILET
1.20 x 1.25
HER
KITCHEN
4.80 X 4.35
ROOM
3.00 x 4.35
RECEPTION
3.00x 4.35
DR.CABIN
4.23 x 4.35
A. TOILET
2.40 X 1.25
UP
(0,0)
SHOP -3
3.90 X 3.00
SHOP -4
3.90 X 3.00
LVL + 0.90
ENTRY
LVL + 0.90
UP
(0,0)
SHOP -5
3.90 X 3.00
CANTEEN
15.70 X 15.70
SHOP -6
3.90 X 3.00
SHOP -7
3.90 X 3.00
LVL + 0.90
A.T.M
3.90 X 3.00
OUT DOOR
SITTING
6.46 X 15.58
UP
UP
(0,0)
GROUND FLOOR PLAN
UP
(0,0) AMINITY
LVL +
0.90
HIS
DUCT
1.21 x 4.23
UP
TOILET
1.20 x 0.90
TOILET
1.20 x 0.90
TOILET
1.20 x 1.25
HER
ROOM
4.23 x 4.35
BANK
9.13 X 12.70
POST OFFICE
7.45 X 6.67
HALL
10.23 X 24.05
UP
1.1 M WIDE PASSAGE
FIRST FLOOR PLAN AMINITY
1.2 M W
IDE P
ASSA
GE
UP
HIS TOILET
5.05 x3.26
BOOK BINDING/ ISSUE
COUNTER/XEROX
4.00 X 4.25M
STUDENT READING
9.80X 16.34M
HER TOILET
5.05 x3.26
LIBRARIAN
4.00 X 5.00 M
3.27 M WIDE
CORRIDOR
STACKING SECTION
10.69 X 15.92 M
E -LIBRARY
10.37 X 6.02M
RECEPTION/WAITING/
PERIODICAL SECTION
10.67 X 5.90M
STAFF READING
5.47 X 5.90 M
REFERENCE SECTION
5.48 X 5.90 M
LVL + 0.90
GROUND FLOOR PLAN LIBRARY
UP
(0,0)
GYMNASIUM
BOYS LOCKER CUM CHANGING
ROOM
3.00 X 3.30
TOILET 2.10 x 1.20
UP
GYMNASIUM 10.00 x 8.00
RECEPTION CUM WAITING
3.40 X 4.45
(+0.90)
GROUND FLOOR PLAN UP
LVL 0,0
DOUBLE HEIGHT
GYMNASIUM LOCKER CUM CHANGING
ROOM
3.00 X 3.30
TOILET 2.10 x 1.20
GYMNASIUM 8.50 x8.00
FIST FLOOR PLAN
GROUND FLOOR PLAN
ROOM - 2 4.80 X 3.70
TOILET PANTRY 1.20 X 2.40 1.50 X 2.40
DINNING ROOM 3.00 X 3.60
ROOM - 3 4.80 X 3.70
TOILET 2.10 X 1.50
DRESSING 1.40 X 1.50
DRESSING 1.40 X 1.50
PASSAGE 1.2 M WIDE
TOILET 2.10 X 1.50
TOILET 2.10 X 1.50 DRESSING
1.40 X 1.50 DRESSING 2.10 X 1.50
TOILET 2.100 X 1.50
ROOM - 1 4.80 X 3.70
ENTRANCE LOBBY 5.93 X 3.10
ROOM - 4 4.80 X 3.70
VISITORS ROOM 4.80 X 3.00
UP
VARANDHA1.2 M WIDE
(+0.90)
UP (0'0)
GUEST HOUSE
PORCH 6.16 X 4.00
COURT
YARD 3.30
X 3.35
PASSAG
E 1.2 M
WID
E
PASSAG
E 1
.2 M
WID
E
ASSOCIATE DEAN BUNGALOW
GROUND FLOOR PLAN
(+0.90)
VERANDAH 1.50 X 1.50
TOILET 2.30 X 1.40
BED ROOM 3.40 X 3.60
BED ROOM 3.40 X 3.45
TOILET 2.30 X1.20
UP
LIVING ROOM 3.35 X 4.75
DINNING 3.15 X 2.50
UP
(0,0) STORE
1.25 X 1.85
KITCHEN 3.15 X 3.30
PORCH 3.80 X 4.15
UTILITY
4'4" X 7'0"
ASSOCIATE DEAN BUNGALOW
BED ROOM 4.30 X 3.60
ATT. TOILET 2.30 X 1.20"
UP
TERRACE 8.05 X 12.45
FIRST FLOOR PLAN
BED ROOM
3.20 X 3.60
BED ROOM
3.20 X 3.60
TOILET
2.40 X 1.20
BED ROOM
3.50 X 3.05
BED ROOM
3.50 X 3.05
TOILET
2.40 X 1.20
UP
(0,0)
UP
UP
(0,0)
UP
(+0.90)
TOILET
2.18 X 1.20
LIVING ROOM
3.40 X 4.50
LIVING ROOM
3.40 X 4.50
TOILET
2.18 X 1.20
(+0.90)
UTILITY
1.20 X 3.40
KITCHEN
4.30 X 3.05
KITCHEN
4.30 X 3.05
UTILITY
1.20 X 3.40
4' WIDE OTTA 4' WIDE OTTA
(+0.90) (+0.90)
PROFESSOR
UP
(0,0)
UP
(0,0)
GROUND FLOOR PLAN
PROFESSOR
FIRST FLOOR PLAN
TERRACE
7.25 X 4.50
TERRACE
7.25 X 4.50
DN DN
TOILET
2.20 X 1..20
TERRACE
3.40 X 4.80
TERRACE
3.40 X 4.80 TOILET
27.'2-60"XX14.'.-200"
BED ROOM
4.30 X 4.35
BED ROOM
4.30 X 4.35 BED ROOM
14'-1" X 10'-0"
BED ROOM 3.20 X 3.60
BED ROOM 3.20 X 3.60
TOILET 2.40 X 1.20
BED ROOM
3.50 X 3.05
BED ROOM
3.50 X 3.05
TOILET
2.40 X 1.20
UP (0,0)
UP
UP
(0,0)
UP
(+0.90)
TOILET
2.18 X 1.20
LIVING ROOM
3.40 X 4.50
LIVING ROOM
3.40 X 4.50
TOILET
2.18 X 1.20
(+0.90)
UTILITY
1.20 X 3.40
KITCHEN
4.30 X 3.05
KITCHEN
4.30 X 3.05
UTILITY
1.20 X 3.40
4' WIDE OTTA 4' WIDE OTTA
(+0.90) (+0.90)
ASSOCIATE PROFESSOR
UP
(0,0)
UP
(0,0)
GROUND FLOOR PLAN
0.9 M WIDE BALCONY 0.9 M WIDE BALCONY
BED ROOM 3.30 X 3.05 M
TOILET 1.20 X 1.95 M
KITCHEN 2.70 X 3.46 M
KITCHEN 2.70 X 3.46 M
TOILET 1.20 X 1.95 M
BED ROOM 3.30 X 3.05 M
TOILET 2.10 X 1.20 M
TOILET 2.10 X 1.20 M
BED ROOM 3.42 X 3.30 M
HALL UP 5.58 X 3.30 M
HALL
5.58 X 3.30 M
BED ROOM 3.42 X 3.30 M
BED ROOM 3.42 X 3.30 M
HALL 5.58 X 3.30 M
(+0.90)
HALL
5.58 X 3.30 M
BED ROOM 3.42 X 3.30 M
UP (0,0)
TOILET 2.10 X 1.20 M
TOILET
2.10 X 1.20 M
BED ROOM 3.30 X 3.05 M
TOILET 1.20 X 1.95 M
KITCHEN 2.70 X 3.46 M
0.9 M WIDE BALCONY
KITCHEN 2.70 X 3.46 M
0.9 M WIDE BALCONY
TOILET 1.20 X 1.95 M
BED ROOM 3.30 X 3.05 M
FLOOR PLAN ( TYPICAL)
ASSISTANT PROFESSOR
GROUND FLOOR PLAN S.R.A & J.R.A
0.90 M WIDE DRY BALCONY 0.90 M WIDE DRY BALCONY
KITCHEN 2.70 X 3.15 M
KITCHEN 2.70 X 3.15 M
W.C.
1.05X1.20 BEDROOM 3.60 X 3.30 M
BEDROOM 3.60 X 3.30 M
W.C.
1.05X1.20
BATHROOM
1.20X2.10
BATHROOM
1.20X2.10
LIVING ROOM 3.30 X 4.35 M
LIVING ROOM 3.30 X 4.35 M
UP
LIVING ROOM 3.30 X 4.35 M
LIVING ROOM 3.30 X 4.35 M
BATHROOM
1.20X2.10 (+0.90)
BATHROOM
1.20X2.10
W.C.
1.05X1.20
BEDROOM 3.60 X 3.30 M W.C.
1.05X1.20
UP
(0,0)
BEDROOM 3.60 X 3.30 M
KITCHEN 2.70 X 3.15 M
KITCHEN 2.70 X 3.15 M
0.90 M WIDE DRY BALCONY 0.90 M WIDE DRY BALCONY
KITCHEN 2.50 X 2.90 M
HALL 3.15 X 4.20 M
UP
HALL 3.15 X 4.20 M
KITCHEN 2.50 X 2.90 M
TOILET 2.10 X 1.20 M
TOILET 2.10 X 1.20 M
2.7 M WIDE PASSAGE
TOILET 2.10 X 1.20 M
TOILET 2.10 X 1.20 M
KITCHEN 2.50 X 2.90 M
HALL
3.15 X 4.20 M
(+0.90)
HALL
3.15 X 4.20 M
KITCHEN 2.50 X 2.90 M
UP (0,0)
GROUND FLOOR PLAN
LAB-INCHARGE & POEN
0.9
M W
IDE
BA
LC
ON
Y
0.9
M W
IDE
BA
LC
ON
Y
0.9
M W
IDE
BA
LC
ON
Y
0.9
M W
IDE
BA
LC
ON
Y
Recommended