1

GOVERNMENT OF RAJASTHAN

RAJASTHAN COUNCIL OF SECONDARY EDUCATION

TECHNICAL BID

FOR

Construction of Girls Hostel Jaswantpura, Block Jaswantpura Distt Jalore.

NIT No. : 10(Civil)/2014-15

Estimated Cost : 128.85 Lacs

Earnest Money : 2.58 Lacs

Date of Sale/Download : From 13.02.2015, 10.00 AM to 02.03.2015, upto 06.00 PM

Date of Pre Bid Meeting : 20.02.2015, at 11.00 AM

Date of Receipt/ Upload : From 13.02.2015, 10.00 AM

to 02.03.2015, upto 06.00 PM

Date of Opening of Technical Bid : 03.03.2015 at 2.00 PM

Date of Opening of Financial Bid : 10.03.2015 at 2.00 PM

Completion Period : 11 Months

Tender Cost : Rs. 1000/-

Processing Fees : Rs. 1000/-

Date of Deposit of Earnest Money, : Upto 03.03.2015, 01.00 PM Tender Cost & Processing fees

2

RRAAJJAASSTTHHAANN CCOOUUNNCCIILL OOFF SSEECCOONNDDAARRYY EEDDUUCCAATTIIOONN,, JJAAIIPPUURR

SSPPEECCIIAALL CCOONNDDIITTIIOONNSS OOFF CCOONNTTRRAACCTT

PPOOTTEENNTTIIAALL AASSSSEESSSSMMEENNTT OOFF CCOONNTTRRAACCTTOORRSS

Special condition of contract for potential assessment as detailed herein under, shall be applicable in addition to all other terms & conditions already

prescribed under standard agreement forms, rules and regulations relating

to contracts. 1. Procedure

Procedure for potential assessment would be as follows:- (i) For potential assessment of contractors, two envelopes system

would be adopted as per E-procurement system of Government

of Rajasthan. Envelope-1 shall contain Technical Bid, scanned

copy of DD of earnest money, RISL processing fee and tender

fee as well as sale tax clearance certificate and registration

certificate and Envelope-2 shall contain the Financial Bid. Each

envelop would be sealed separately.

(ii) The potential assessment bid (Technical Bid) envelope would

be opened on the date and time specified in the Notice Inviting

Tender and the bid would be evaluated by a Committee as

per norms.

(iii) The financial bid envelops would be opened only of those

bidders who fulfill the potential assessment criteria.

(iv) For more information about E-procurement procedure through

two envelope biding, Bidder may visit website

http://eproc.rajasthan.gov.in.

2. Evaluation Criteria

Criteria for potential assessment would be as follows:- (i) The bidder should have executed at least 33.33% of the following

quantities of work in any one of the last five financial years.

However the bidder may opt., the current year in the above said

five years assessment period.

S.

No.

Item Quantity as per

BOQ

1 Masonry work 688.88 Cum

2 RCC work 350.42 Cum

3 Reinforcement 41.74 MT

4 Shuttering 2568.47 Sqm

5 Flooring work 1221.35 Sqm

6 Plaster 6650.99 Sqm

3

(ii) The bidder should have completed at least of one work of

similar nature in any of the last five financial years (Current

year may also be considered) of the value (updated to present

price level) not less than 33.33% of the cost of work (Bid cost).

Completion certificate shall be enclosed for such work.

(iii) The bidder should have achieved a financial turnover of at

least 33.33% of the cost of work (Bid cost) in any one of the

last five financial years. However the bidder may opt. the

current year in the five years assessment period.

(iv) The bidder should be able to deploy the machinery and

equipment specified in Schedule-III, in the execution of this

work. This machinery and equipment should be available to

the bidder, on ownership or confirm lease basis for which

appropriate proof on Non-judicial stamp paper will have to be

submitted.

(v) Each bidder should have the technical staff, as follows:

(a) For works costing Rs. 100 lac & above-one Graduate

Civil Engineer.

(b) For works costing between Rs. 50 lac to 100 Lac - One

Civil Diploma holder experience of not less than 3

years.Bidder should submit proof of availability of

Degree/Diploma holder Civil Engineer with required

experience. The affidavit & copy of Degree/Diploma of

Engineer shall also be enclosed.

(vi) Bid Capacity:-

Bidders who meet the minimum qualification criteria will be qualified only if their acceptable bid capacity is more than the

cost of the work (Bid Cost). The bid capacity will be calculated as under:- Assessed available bid capacity :- (3xAxN-B), where:-

A= Maximum value of civil engineering works executed in any

one year during the last five years (updated to present

price level) taking into account the completed as well as works in progress. However, the bidder may opt. the

current year in the five years assessment period. B= Value, at present price level, of existing commitments

and ongoing works (at hand) to be executed during "N" (period prescribed for completion of the works for

which the bids are invited) N= Number of years prescribed for completion of works

for which bids are invited.

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(vii) Litigation History :-

Bidders should provide accurate information of any litigation or

arbitration resulting from contracts completed or under execution by him over the last five years. The max. value (updated at the

present price level) of d isputed amount claimed in Litigation/ Arbitration resulting from contracts executed in last five years

shall be deducted from the calculated Bid capacity of the bidder. The details shall be furnished in Schedule-V

Note

The present price level for turnover, cost of completed work &

disputed amount of similar nature, the previous year's value shall be given weight age of 10% per year as follows :-

(a) For last year - 1.00

(b) For one year before - 1.10 (c) For Two years before - 1.21

(d) For Three years before - 1.33 (e) For Four years before - 1.46

(f) For current year, the price level shall be 1.00 3. Documentation:

The bidder should furnish the following documents along with the Assessment Bid (Technical Bid):-

a. Information regarding financial resources and capability, in Schedule - I.

b. Information regarding works executed in the last five years in Schedule II-A, B & C for Road, Bridge & Building works

respectively.

c. Certificates from the concerned Engineer - in - Charge in support and verification of the information furnished in Schedule II.

d. Information regarding machinery and equipment required for deployment, as detailed in Schedule- III.

e. Information regarding details of Maximum value of such

works executed in any one year during the last five years taking

into account the completed as well as works in progress in ScheduleIV. for purpose of calculation of "A" in bid capacity

formula (details of all the works executed in any one year

should be given)

f. Information regarding existing commitments and on-going works to be completed in ScheduleV (for purpose of

calculation of "B" in bid capacity formula) g. Information regarding details of litigation or arbitration

contracts to be furnished in Schedule VI

h. Information regarding details of technical team to be furnished in schedule-VII

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i. Certificate for evidence of access to or availability of credit facilities (Format attached at Annexure-A)

All the relevant documents regarding above information should be submitted with the technical bid.

4. Important:

(a) The bidder must ensure that all the information required in the documents is furnished by him complete in all respects. He

would not be allowed to withdraw any document, or to rectify any information furnished therein, after submitting the bid.

(b) In place of immediate availability of the certificates as mentioned

in clause 3(c). The bidder should give an affidavit duly attested by

notary public that the "Information furnished in Schedule I, II, III,

IV, V , VI & VII is correct". If any information is found to be

incorrect, the offer of the bidder shall be rejected and action as

per rules shall be taken. (Format attached at Annexure-B)

5. RREEJJEECCTTIIOONN OOFF BBIIDDSS::--

A. The department reserves the right to reject to any bid, or to

disqualify any or all the bidders, without assigning any reasons.

B. If a bid is not accompanied with the requisite documents

mentioned in clause 3(a) to 3(i), or is not in accordance with

procedure specified in Para 2, or is not accompanied with the

earnest money, Processing fee, Tender fee, sale tax clearance

certificate and copy of valid registration, it would be liable for

rejection.

C. Furnishing of incorrect or incomplete information or

concealment of any information required in the bid documents

would render the bid liable for rejection. The bidder may be also

disqualified if records of poor performance/financial failure or

consistent history of litigation is found.

Superintending Engineer RCSE,

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6

Rajasthan Council of Secondary Education POTENTIAL ASSESSMENT OF CONTRACTOR

ABSTRACT DETAILS

1. Name of the Work : Construction of Girls Hostel Jaswantpura,

Block Jaswantpura, Distt Jalore

2. Name of the Contractor : .............................................

3. Sales tax Certificate valid up to : .............................................

CRITERIA

4. Maximum Quantity of work executed in any one of the previous five

years. (As per Schedule-II)

Item Min. Qty.

required

Qty. executed

a) Masonry Work (in Cum.) 229.60 Cum

b) R.C.C. Work (in Cum.) 116.79 Cum

c) Reinforcement (in MT) 13.91 MT

d) Shuttering (in Sqm.) 856.07 Sqm

e) Flooring (in Sqm.) 407.08 Sqm

f) Plaster (in Sqm) 2216.77 Sqm

5. Max value of single work completed in last five years (as per Schedule-IV)

Type of Work Completion Cost (A) Building Work Rs. _________________

6. Maximum Financial turn over in any one of

the last five years. (as per Schedule-I) Rs. _________________

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7. Availability of Machinery &

Equipment (as per Schedule-III)

Owned Leased Total

No. No. (a) Concrete mixer ______ _______ _______

(b) Needle Vibrate ______ _______ _______

(c) Plate Vibrator ______ _______ _______

(d) Weigh Batcher ______ _______ _______

(e) Shuttering Material ______ _______ _______

(Steel Plates & steel props)

(f) Water Tanker ______ _______ _______

(5000 Ltr. Capacity)

8. Technical team available with contractor (a) Degree holder Civil Engineer _________________

(b) Others _________________

9. Litigation / Arbitration (as per Schedule VI)

maximum value at present price level of

disputed amount claimed in litigation / Arbitration resulting from contracts executed in last five year _________________

10. Bid Capacity = (3xA x N) B _________________

A= Maximum value of civil engineering works executed in any one year during

the last five years (updated to present price level) taking into account the

completed as well as works in progress. However, the bidder may opt.

the current year in the five years assessment period (As per Schedule-IV). _________________

B= Value, at present price level, of

existing commitments and ongoing

works (at hand) to be executed during "N" (period prescribed for completion of

the works for which the bids are invited) (As per Schedule-V). _________________

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8

N= Number of years prescribed for completion

of works for which bids are invited. _________________

11. Acceptable Bid Capacity Bid Capacity calculated as per (10)

above Max Value of disputed

items as per (9) above _________________

Signature of Bidder (With Seal wherever applicable)

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SCHEDULE I

FINANCIAL RESOURCES AND CAPABILITY

[Reference Clause 3(a)]

1. Name of Bidder : ...................................................................

2. Total financial turnover achieved by the bidder in the last five financial years:-

S.No Year Turnover

1 2009-10

2 2010-11

3 2011-12

4 2012-13

5 2013-14

Note : Balance Sheets and Profit & Loss Accounts for the last five financial years should be enclosed.

3. Total Financial turnover projected in the : ..................................... current financial year

4. Has the bidder ever been debarred from : .....................................

tendering for Central Government / Any state Government/ any Government

Undertaking? Yes / Not, if yes give details : .....................................

Has the bidder ever been declared insolvent?

Yes / Not, If yes give details. : ..................................... 6. Name(s) and Branch(s) of : .....................................

bidders Bankers .....................................

I/We hereby certify that the above information is correct to the best of my/our knowledge and belief.

Date:- Signature of Bidder (With seal, wherever applicable)

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10

SCHEDULE - II A {Reference Clause 3(b)

ROAD WORKS

DETAILS OF QUANTITIES OF WORKS EXECUTED DURING LAST FIVE FINANCIAL

YEARS

S.

N.

Name of

works (with

Agreeme

nt No. &

date)

Client Place

(District/ State)

Financial

Year

PRINCIPAL ITEMS OF WORK (Qty.)

Earth Work

(in

Cum)

WBM or

WMM

(in Cum)

FMC (Man

ual)

(in

Sqm)

PMC/ SDBC

by

paver

(in Sqm/

Tonn

es)

DBM/BM/A

C by

paver

(in Tonne

s)

CC Pavem

ent

(in

Cum/ Sqm)

1 2 3 4 5 6 7 8 9 10 11

Signature of Bidder

(With seal wherever applicable)

Note : Certificate from concerned Engineer-in-charge

should be enclosed in support and verification of above statement.

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SCHEDULE - II B

{Reference Clause 3(b)

BRIDGE WORKS DETAILS OF QUANTITIES OF WORKS EXECUTED DURING LAST FIVE FINANCIAL YEARS

S.

N.

Name of

works (with

Agreement

No. & date)

Client Place

(District/State)

Financial

Year

PRINCIPAL ITEMS OF WORK (Qty.)

Stone Masonry

(in cum)

Concreeting of all grade

(in Cum)

Shuttering (in Sqm.)

Reinforcement

(In MT)

1 2 3 4 5 6 7 8 9

Signature of Bidder

(With seal wherever applicable)

Note : Certificate from concerned Engineer-in-charge should be enclosed in support and verification of above statement.

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12

SCHEDULE - II C

{Reference Clause 3(b)

BUILDING WORKS DETAILS OF QUANTITIES OF WORKS EXECUTED DURING LAST FIVE FINANCIAL

YEARS

S. N.

Name of work with

Agreeme

nt No. &

date

Client Place (District/

State)

Financial Year

PRINCIPAL ITEMS OF WORK (Qty.)

Masonr

y

(Stone/

Bricks) (in

Cum)

RCC

WORK

(Roof /

Column/ Footings

) (in

Cum)

Reinf

orce

ment (in

MT)

Shutt

ering

(in

Sqm)

Flooring

(Marble/

Kota

Stone/ Mosaic/

C.C.

etc.) (in

Sqm)

Plaster

(in

Sqm)

1 2 3 4 5 6 7 8 9 10 11

Signature of Bidder (With seal wherever applicable)

Note : Certificate from concerned Engineer-in-charge should be

enclosed in support and verification of above statement.

13

13

SCHEDULE III {Reference Clause 3(d)}

DETAILS OF MINIMUM MACHINERY AND EQUIPMENT

REQUIRED TO BE DEPLOYED BY THE CONTRACTOR

IN THE EXECUTION OF THE TENDERED WORK

Name of Bidder : ................................................................................

Item Minimum Nos./Qty.

Nos./Qty. Available

with the tender

Source of Availibity

(owned/

leased)

(a) Concrete Mixer Two Nos

(b) Needle vibrator Four Nos

(c) Plate Vibrator Two Nos

(d)Weigh Batcher One Nos

(e) Shuttering material

(Steel plates and steel props)

856 Sqm

(f) Water Tanker (Capacity 5000

Ltr.)

Two Nos.

I / We hereby undertake to deploy the machinery and equipment, listed above as and when required in the execution of this work

Date: ......................

Signature of Bidder

(With seal, wherever applicable)

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14

SCHEDULE - IV

{Reference Clause 3(e)}

DETAIL OF MAXIMUM VALUE OF SUCH WORKS EXECUTED IN ANY ONE YEAR

DURING THE LAST FIVE FINANCIAL YEARS TAKING INTO ACCOUNT THE

COMPLETED AS WELL AS

WORKS IN PROGRESS

S.

No.

Name of

work with

Agreeme

nt No. &

date

Client

Place (District

/

State)

Financial

Year

Cost of work as

per Work

Order

Stipulated date of

commence

ment

Stipulated

date of completion

Value of

work

done during

the year

1 2 3 4 5 6 7 8 9

Signature of Bidder

(With seal wherever applicable)

,

Note : Certificate from concerned Engineer-in-charge should be enclosed in support and verification of above statement.

15

15

SCHEDULE - V

{Reference Clause 3(f)}

DETAILS OF EXISTING COMMITMENT & ON GOING WORKS TO BE COMPLETED

S.

No.

Name of

work with

Agreement No. & date

Client

Cost of

work as

per Work Order

Stipulated

date of

commencement

Stipulated

date of

completion

Value of balance

work on

date of

tender

Likely date of

completion

of balance

work

1 2 3 4 5 6 7 8

Signature of Bidder

(With seal wherever applicable)

Note : Certificate from concerned Engineer-in-charge should be

enclosed in support and verification of above statement.

16

16

SCHEDULE - VI

{Reference Clause 3(g)}

DETAILS OF LITIGATION OR ARBITRATION CONTRACTS

S.No.

Name of

work with

Agreement No. & Date

Client Work Order

Amount

Disputed

amount claimed in

Litigation/

Arbitration

Date of

Raising

Disputed Amount

Actual

Award Amount if

the case is

decided

Cause of

Litigation &

matter in dispute

1 2 3 4 5 6 7 8

Signature of Bidder (With seal wherever applicable)

Note : Certificate from concerned Engineer-in-charge should be

enclosed in support and verification of above statement.

17

17

SCHEDULE-VII

{Reference Clause 3(H)}

DETAILS OF DEGREE/DIPLOMA HOLDER CIVIL ENGINEER AVAILABLE

WITH THE TENDER

S.

No.

Name of

Degree/ Diploma

Holder Civil Engineer

Designation Qualification Experience in Civil

Work

Name of Works

Executed so far

1.

2.

3.

4.

5.

Signature of Bidder (With seal wherever applicable)

Note : The affidavit and attested copy of Degree/Diploma of Civil

Engineer shall be enclosed.

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18

Annexure-A Ref. Clause 3(i)

SAMPLE FORMAT FOR EVIDENCE OF ACCESS TO OR AVAILABILITY OF CREDIT FACILITIES

BANK CERTIFICATE

This is to certify that M/s ......................................... is a reputed company/Firm/contractor with a good financial standing. If the contract for

the Construction of Girls Hostel ......................... Block ....................... Distt. ........................... is awarded to the above Company/Firm/Contractor, we

shall be able to provide overdraft/credit facilities to the extent to Rs. ............. lacs to meet their working capital requirement for executing the above

contract.

Signature of Bank Manager .........

Name of the Bank manager ......... Adress of the Bank .....................

Stamp of the Bank

Note :- Certificate should be on the letter head of the Bank. Credit facility certificate should not be less that 25% of NIT amount of the work.

`

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Annexure-B

Ref. Clause 4(b)

To be given on Non Judicial Stamp Paper Rs. 10/- duly attested by

Oath Commissioner/Notary Public

AFFIDAVIT

I/We ......................................................................Proprietor/Partner/

Authorized Signatory of M/s ........................................... under take the oath

that the information furnished by me/us in Schedule I to VII of the technical

bid for construction of ................................................................. is correct to

the best of my/our knowledge. If any information is found to be incorrect, the

department has right to reject the bid and take action against me/us as per

rules.

Proprietor/Partner/ Authorized Signatory

M/S ................................................

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21

22

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24

24

25

25

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1

1

GOVERNMENT OF RAJASTHAN

RAJASTHAN COUNCIL OF SECONDARY EDUCATION

FINANCIAL BID

FOR

Construction of Girls Hostel Jaswantpura, Block Jaswantpura Distt Jalore.

NIT No. : 10(Civil)/2014-15

Estimated Cost : 128.85 Lacs

Earnest Money : 2.58 Lacs

Date of Sale/Download : From 13.02.2015,10.00 AM

to 02.03.2015,upto 06.00 PM

Date of Pre Bid Meeting : 20.02.2015, at 11.00 AM

Date of Receipt/ Upload : From 13.02.2015, 10.00 AM

to 02.03.2015,upto 06.00 PM Date of Opening of Technical Bid : 03.03.2015 at 2.00 PM

Date of Opening of Financial Bid : 10.03.2015 at 2.00 PM

Completion Period : 11 Months

Tender Cost : Rs. 1000/-

Processing Fees : Rs. 1000/-

Date of Deposit of Earnest Money, : Upto 03.03.2015, 01.00 PM Tender Cost & Processing fees

2

2

GOVERNMENT OF RAJASTHAN

RAJASTHAN COUNCIL OF SECONDARY EDUCATION

NAME OF WORK : Construction of Girls Hostel Jaswantpura Block Jaswantpura District Jalore

NIT No. : 10(Civil)/2014-15

INDEX

S.No Particulars Page

No.

1 Notice of Inviting Tenders 3

2 Details of NIT 4-6

3 Memorandum of Works 7

4 Special Condition of Contract 8-13

5 G-Schedule (BOQ) 14-42

6 Agreement (General Conditions of Contract) 43-76

3

3

4

4

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7

7

RAJASTHAN COUNCIL OF SECONDARY EDUCATION , JAIPUR MEMORANDUM OF WORKS

NAME OF WORK : Construction of Girls Hostel Jaswantpura Block Jaswantpura District Jalore

NIT No. : 10 (Civil)/2014-15

SCHEDULE A Information Useful for the Contractor

The tenderer should see the site and fully understand the conditions of the site before

tendering. The works shall be carried out in accordance with PWD specifications & relevant

codes to the entire satisfaction of the engineer in charge of the work.

SCHEDULE B List of the detailed drawing to be supplied by the Council. All relevant typed drawings are appended herewith. The detailed estimates may be seen in the concerned office.

SCHEDULE C Contractor should get approved all the drawings/layout & method of installation etc. from the

Engineer-In-Charge before start of work. On Completion of work the contractor shall furnished

3 sets of detailed drawings of work executed.

SCHEDULE D For the work costing more than 50.00 lac Contractor should have establish test laboratory at

site of work on his own cost. The test of the materials have to be conducted by the contractor

on his own cost as per relevant codes upto the satisfaction of Engineer-In-Charge. As and when

necessary tests may be conducted in the presence of Engineer-In-Charge. The result of which

should conform to the standards laid down in the Indian Standards and / or the standards laid

down in the detailed specification of the PWD. Proper quality control records are required to

be maintained by the contractor.

Qualified personnel as required under the Contractors enlistment rules be engaged on the

work site. The RCSE reserves the right to engage such staff and recover the expenses from the

contractor on this account in case of his failure.

SCHEDULE E The samples of the materials to be used by the Contractor shall be tested & got approved from

Engineer-In-Charge before 15 days of its use.

SCHEDULE F Time for completion as mentioned in NIT shall start after 10 days of issue of letter of

acceptance or date of agreement whichever is earlier.

SCHEDULE G Bill of quantities are enclosed. The rates taken in the schedule-G are based on PWD BSR 2013 for building works Jalore and Electric BSR 2013 For Jaipur Circle. Incase of any discrepacy in BOQ revelant BSR item & rates will be final.

SCHEDULE H Not applicable.

Signature of Contractor Superintending Engineer (With Seal) RCSE, Jaipur

8

8

9

9

10

10

11

11

12

12

13

13

14

14

Tender Inviting Authority: Rajasthan Madhyamik Shiksha Parishad Jaipur.

Name Of Work : Construction of Girls Hostel at Jaswantpura , Block - Jaswantpura District- Jalore.

Contract No. Rates are Based on PWD BSR 2013 FOR BUILDING WORKS Jalore & BSR 2013 FOR ELECTRIC

WORKS, JAIPUR CIRCLE.

Bidder

Name Excess (+) %

Schedule Of Works

(This BOQ template must be modified/replaced by the bidder and the same should be uploaded after filling

the relevent columns, else the bidder is liable to be rejected for this tender, Bidders are allowed to enter the

Bidder Name and Values only)

S.No.

Description of work No. or

Qty. Unit

Estimated Rate Amount

Rs. P Figure Words

1.00 Part-A : Civil Work

1.00 Earth work in excavation by mechanical means (Hydraulic

Excavator ) / manual means in

foundation trenches or drains (not

exceeding 1.5 m in width or 10

sum on plan) including dressing of

sides and ramming of bottoms, lift

upto 1.5 m, including taking out the

excavated soil and depositing and

refilling of jhiri with watering &

ramming and disposal of surplus

excavated soil as directed with in a

lead of 50 meter.

All kinds of soils

547.96 Cum 193.00

One

Hundred

Ninety three

Only

105756.52

2.00 Providing and laying in position cement concrete including curing

compaction etc. complete in spcified

grade excluding the cost of centering

and shuttering all work upto plinth

level

0.00

2.01 1:4:8(1 cement:4 Coarse sand :8 gradeed stone aggregate 40 mm

nominal size). 34.23 Cum 2250

Two

Thousand

two

hundred

fifty Only

77006.92

2.02 M 10 grade nominal Mix1:3:6(1 cement:3 Coarse sand :6 gradeed stone aggregate 20 mm nominal size).

84.30 Cum 2553

Two

Thousand

Five

Hundred

fifty three

Only

215205.56

3.00 Random Rubble stone masonry for

with hard stone in foundation and plinth in Cement Sand mortar

above 30 CM thick wall in cement

mortat 1:6 (1-Cement: 6- Sand)

226.90 Cum 1980

One

thousand

nine

hundred

eighty only

449266.30

15

15

4.00 Brick work with F.PS. Bricks of class designation 75 in

superstructure above plinth level

upto floor V level in all shapes and

sizes in Cement mortar 1: 6(1

cement : 6 coarse sand)

223.47 Cum 3505

Three

Thousand

five

Hundred

Five Only

783258.62

5.00 Providing and laying in position specified grade of cement

concrete for all RCC structural

elements upto plinth level including

curing, compaction, finishing with

rendering in cement sand mortar

1:3 (1 cement: 3 coarse sand) and making good the joints and cost of

plastizers( if required) excluding

the cost of centering, shuttering

and reinforcement M20 grade

Nominal Mix / Design Mix Add

extra for providing M25 grade

concrete by using minimum 410 kg

of cement per cum instead of M20

grade design mix.

63.73 Cum 4703

Foure

Thousand

Seven

Hundred

Three Only

299700.04

6.00 Providing and laying in position specified grade of cement

concrete for all RCC structural

elements upto plinth level including

curing, compaction, finishing with

rendering in cement sand mortar

1:3 (1 cement: 3 coarse sand) and

making good the joints and cost of plastizers( if required) excluding

the cost of centering, shuttering

and reinforcement M20 grade

Nominal Mix / Design Mix

18.93 Cum 3907

Three

Thousand

nine

Hundred

seven Only

73968.90

7.00 Providing and laying in position specified grade of cement

concrete for RCC structural

elements upto floor five level

including curing, compaction,

finishing with rendering in cement

sand mortar 1:3 (1 cement: 3

coarse sand) and making good the

joints and cost of plastizers( if

required) excluding the cost of

centering, shuttering and

reinforcement for Beams,

suspended floors, roofs, griders

having slopes up to 15, landings,

balconies, shelves, chajjas, lintels,

bands, plain windows sills,

staircases and spiral staircases

etc.

M20 grade Nominal Mix / Design

Mix

204.21 Cum 4200

Four

Thousand

two

Hundred

Only

857687.59

16

16

8.00 Providing and laying in position specified grade of cement

concrete for RCC structural

elements upto floor five level

including curing, compaction,

finishing with rendering in cement

sand mortar 1:3 (1 cement: 3

coarse sand) and making good the

joints and cost of plastizers( if

required) excluding the cost of

centering, shuttering and

reinforcement for Walls (any thickness) including attached

pilasters, buttresses, plinth and

string courses, fillets, columns,

pillars, piears, abutments, posts

and struts etc. M25 grade Nominal

Mix / Design Mix

49.62 Cum 4860

Four

Thousand

eight

Hundred

sixty Only

241128.98

9.00 Centering and Shuttering with plywood or steel sheets including

strutting, propping bracing both

ways and removal of formwork for

foundation, footings, strap beam,

raft, bases of columns etc.

244.71 Sqm 102

One

Hundred

two Only

24960.33

10.00 Centering & shuttering with plywood or steel sheets including

strutting, propping bracing both

ways with steel props and removal

of formwork for upto floor five level

for :

0.00

10.01 Suspended floors, roofs, landings, staircases, balconies, girders,

cantilevers, bands, coping bed

plates, anchor blocks, sills,

chhajjas, lintel, beam, plinth

beam etc.

1752.61 sqm 185

one

Hundred

eighty five

Only

324233.72

10.02

Columns, pillars, posts and struts

etc.

499.91 Sqm 224

Two

Hundred

twenty four

Only

111979.18

11.00 Plaster on new surface on walls in cement sand mortar 1:6 including

racking of joint etc. complete fine

finished :

0.00

11.01

20 mm thick

1232.36 Sqm 111

One

Hundred

elevan Only

136791.73

11.02 12mm Thick. 3116.58 Sqm 90 Ninety Only 280492.07

12.00 6 mm thick cement plaster to ceiling of mix 1:3 (1cement :3 - fine

sand)

1167.51 Sqm 75.9

Seventy five

and ninety

Paise Only

88614.18

17

17

13.00 Glazed Window:Providing and fixing steel glazed doors windows

and ventilator shutters of standard

rolled steel section joints mitred

and welded with steel lugs

13x3mm, 10cm. long embedded in

cement concrete block

15x10x10cm. of 1:3:6 (1cement : 3

coarse sand : 6 graded stone

aggregate 20mm nominal size) or

with wooden plugs and screws or

rawl plugs and screws with fixing clips or with bolts and nuts as

required including providing and

fixing of plain glass panes 4mm

thick with cooper glazing clips and

special metal sash putty of

approved make or metal beading

with screws complete including

priming coat of approval steel

primer, excluding the cost of metal

beading and other fitting except

necessary hinges of pivots steel

handles peg stay etc. as required

0.00

13.01

Windows fixed

28.51 Sqm 1488

Two

Thousand

foure

Hundred

eighty eight

Only

42420.45

13.02

Partly fixed and partly openable [

fixed area not to exceed 33%]

143.73 Sqm 1744

One

Thousand

seven

Hundred

fourty four

Only

250659.48

14.00 Wire Gauge Supplying & fixing fixed wire Gauge of 14 mesh X 24

Gauge to the Metal frame of rolled

section by metal beading 20X3mm

with suitable screw at not

exceeding 150mm distance.

172.24 Sqm 448

Four

Hundred

fourty four

Only

77161.34

15.00 Guard Bars: P&F square bars or other flat welded to window/ventilators etc., Guard bar

12 x12mm

4188.35 kg 65 Sixty five

Only 272242.43

16.00 Providing and fixing T- iron frames for doors, windows and ventilators

of mild steel Tee-sections, joints

mitred and welded with 15x3 mm

lugs 10cm long embedded in

cement concrete blocks 15x10x10

cm of 1:3:6 (1 cement : 3 coarse

sand : 6 graded stone aggregate

20 mm nominal size) or with

wooden plugs and screws or rawl

plugs and screws or with fixing

clips of with bolts and nuts as

require including fixing of

necessary butt higes and screws

and applying a priming coat of

approved steel primer.

1370.30 kg 77 Seventy

Seven Only 105513.45

18

18

17.00 Providing and fixing external grade board solid core single leaf flush

door shutters ISI 2202-67 marked

using Phenol formal dehyderesin

in glue both sides with approved

steel fittings complete as per

annexure 'A' 30mm thick.

Commercial Veneer both side

85.06 Sqm 1198

One

Thousand

one

Hundred

ninety eight

Only

101902.37

18.00 Providing double leaf door shutter instead of single leaf door shutter

5.86 Sqm 1284 One

Thousand

two

Hundred

eighty four

only

7517.84

19.00 Extra for cutting rebate in flush door shutters for making double

leaf shutter (Total area of the

shutter to be measured)

8.46 Sqm 85 Eighty five

Only 719.10

20.00 Extra for providing external lipping

with 2nd class teak wood battens

6mm minimum depth on all edges

of shutters (over all area of door

shutter to be measured)

735.00 Sqm 158

One

Hundred

fifty eight

Only

116130.00

21.00 Providing and fixing M.S. sheet 1 mm thick single leaf door shutter in

angle iron frame 35X35X5mm

suitabilly diagonally braced with

25X3mm flat iron above and below

lock rail of size 50X5mm beading

extra including all fittings as peer

direction of engg. incharge but

excluding cost of chowkhats

including two coats of anit-

corrosive red oxide primer paint

33.83 Sqm 1674

One

Thousand

Six Hundred

Seventy

Four Only

56629.74

22.00 White washing with lime to give an even shade including all

scaffolding: New work (three or

more coats).

4284.09 Sqm 8.1 Eight and

tenPaise 34701.14

23.00 Finishing wall with water proofing cement paint of approved brand

and manufacture and or required

shade to give and even shade

including all scaffolding: New work

(Two or more coats applied @

3.84 kg/10 sqm).

1232.36 Sqm 63 Sixty three

Only 77638.55

24.00 PANTING ON DOORS & WINDOWS :- Painting with syntheitic enamel paint of

approved brand and manufacture

in all shade to give an even shade

new steel work (2 or more coat on

new work).

815.09 Sqm 52 Fifty two

Only 42384.63

25.00 Half bric masonry in Superstructure, above plinth level

upto floor v level using bricks of

designation 75 . Cement mortar

1:4 (1 cement : 4 coarse sand)

717.28 Sqm 494

Four

Hundred

ninety four

Only

354338.26

19

19

26.00 Kota stone slab flooring 25 mm thick over 20 mm (average) thick

base laid over and jointed with

grey cement slurry mixed with

pigment to match the shade of the

slab including rubbing and

polishing complete with base of

cement mortar 1 : 4 (1 cement : 4

coarse sand) For area of each slab

from 2001 to 5000 Sq.Cm

1082.65 Sqm 718.75

Seven

Hundred

eighten and

seventy five

paise Only

778154.14

27.00 Kota stone slabs 25 mm thick in risers of steps, skirting, dado and

pillars laid on 12 mm (average)

thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with

grey cement slurry mixed with

pigment to match the shade of the

slabs, including rubbing and

polishing complete(For area of

each slab upto 2001 Sqcm)

84.75 Sqm 603.75

Six Hundred

three and

seventy five

paise Only

51167.28

28.00 Supplying and fixing in walls machine cut and polished stone

shelves, tands and in CM 1:3 with

machine cut edges Kota stone 25

to 30 mm

184.29 Sqm 460

Four

Hundred

Sixty Only

84772.96

29.00 Providing and fixing Marble stone flooring table rubbed, 15-18 mm

thick over 20 mm (Av.) thick base

of CM 1:4 (1 cement : 4 coarse

sand) jointing with white cement

mortar 1:2 (1 with cement : 2

marble dust) with pigment to match

the shade of the marble slab

including grinding, rubbing and

polishing complete. Keseriaji/

Ageria with light spots. Above

3601 SqCm Slabs

4.76 Sqm 1231

One

Thousand

Two

Hundred

thirty one

Only

5863.27

30.00 Providing and fixing 1st quality standard white, grey, ivory, fume

red brown, light green, light blue and other light shades glazed tiles

confirming to IS : 13753 & IS :

15622 of size 200mm x 300mm in

walls, floors steps, pillars etc. laid

on a bed of neat cement slurry

finished with flush pointing in the

white cement mixed with pigment

to match the shade of the tile

complete (excluding the cost of

cement plaster on walls and

pillar.)

270.40 Sqm 620 Six Hundred

twenty Only 167650.65

31.00 Providing and fixing 1st quality MAT finished ceremic tile size

300x300mm confirming to IS :

13755 and IS : 15622 colour such

as white, grey, ivory, fume red

brown, light green, light blue and

other light shades in floors, steps,

pillars etc. laid on a bed of neat

cement slurry finished with flush

pointing in the white cement

mixed with pigment to match the

shade of the tile complete

(including the cost of cement

54.02 Sqm 742

Seven

Hundred

fourty two

Only

40080.33

20

20

mortar bed 1:4)

32.00 Chequerred precast cement concrete tiles 22 mm thick in

footpath & courtyard jointed with

neat cement slurry mixed with

pigment to match the shade of tiles

including rubbing and cleaning

etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4

coarse sand) Light shade using

shade cement.

17.10 Sqm 331.8

Three

Hundred

Thirty one

and eighty

paise Only

5673.90

33.00 Grading roof for water proofing treatment with water proffing

compound: Cement concrete 1: 2:

4 (1 cement: 2 Course sand: 4

Greded stone aggregate 20 mm

nominal size)

40.81 Cum 3576

Three

Thousand

Five

Hundred

seventy six

Only

145941.17

34.00

Random rubble dry stone Kharanja

under floor.

70.33 Cum 543

Five

Hundred

Fourty three

Only

38188.69

35.00 Providing and fixing of double leaf steel shutter for cupboard, the

frame is made of pressed steel ISI

section 80x25 mmx 1.25 mm thick

with 1.00 mm MS sheet to spot

welded including holdfasts of

15x3mm, MS oxidized fittings such

as butt higes, sliding doors bolts,

handles, tower bolts and twin peg

etc complete including applying

priming coat of approved steel

primer of red oxide zinc chromate

and spray paintin in approved

shade with deco paint of approved

quality complete as per direction of

Engineer In Charge

183.13 Sqm 2114

Two

Thousand

one

Hundred

Forteen

Only

387140.99

36.00 Providing gola 75x75 mm in cement concrete 1:2:4 ( 1 cement ; 2 coarse sand : 4 stone aggregate

10 mm and down gauge) including

finishing with cement mortar 1:3 ( 1

cement : 3 fine sand ) as per

standard design

178.05 rmt 28 Twenty

eight Only 4985.37

21

21

37.00 Making khurras 450 x 450mm with average minimum thickness

50 mm cement concrete 1:2:4 over

P.V.C sheet 1 mtr. X 1 x 40micron

finished with 12mm cement plaster

1 : 3 and one coat of neat cement

rounding edges and making and

finishing the out let complete

10.00 no 121

One

Hundred

twenty one

Only

1210.00

38.00 Providing and fabricating reinforcement for R.C.C work

including straightening, cutting,

bending, placing in position and

binding(including cost of binding wire) all complete up to floor five

level. TMT bars (conforming of

relevent IS code)

37647.54 kg 71 Seventy one

Only 2672975.12

39.00 Filling of sunk portion of roof with earthen post of required height

including filling voids with 1;3;6

light concrete, using brick bats

complete leveling and dressing the

surface by 50mm thick cement

concrete 1;2:4 as per specification

17.81 Cum 1196

One

Thousand

onehundred

ninety six

Only

21299.37

40.00 Supply and fixing in cement mortar welded hand railing made out of

MS round or square bars, flats ect.

For staircase or verandah as per

desing complete in all respect

(wooden or PVC and railing to be

paid extra) with priming coat of red

oxide.

1645.97 kg 75 Seventy five

Only 123447.60

41.00 Making Grooves as per design in plaster 10mm to 20 mm wide. 3195.73 rmt 5 Five only 15978.66

42.00

Providing and fixing aluminium

curtain rails with rollers stop ends

rails and brackets in pelmets

144.82 rmt 245

Two

Hundred

Fourty five

Only

35480.18

43.00 Applying priming coat with ready mix pink or gray primer of

approved brand and manufacture

on wood work hard and soft wood.

1653.75 Sqm 28 Twenty

eight Only 46305.00

44.00

P&F Twin -peg of approved quality

/ make C.P.brass (heavy) superior

quality

118.00 each 118

One

hundred

eigtheen

Only

13924.00

2.00 Part B : Saintary Works

0.00

1.00 P&F indian type white glazed vitreous china 1st quality W.c. orissa pan (IS : 2556 mark) with

100 mm vitreous china P or S trap including cutting and making good the wall and floor: size 530X410

mm

12.00 each 1442

One

Thousand

four

HundredFou

rty two Only

17304.00

2.00 P & F European type white glazed

vitreous china 1st quality W.C pan (IS : 2556 Mark) with P or S trap including cutting and making good

the wall and floor

6.00 each 1131

One

Thousand

one

Hundred

thirty one

Only

6786.00

22

22

3.00 P&F water closet seat covers with brass hinges complete: solid PVC

(IS 2548 marked) grade-I white for EWC.

6.00 each 315

Three

Hundred

fifteen Only

1890.00

4.00 P&F C.P. lugs for toilet seat cover.

6.00 pair 120

One

Hundred

twenty Only

720.00

5.00 P & F Low level Flushing Cistern

of 10 litres capacity (IS : 2556mark). Of approved make with complete fittings C.I. brackets

duly painted, brass ball cock with ball, (IS: 1703 mark) complete including cutting and making good

the wall: PVC with PVC bend as per IS : 7231 .

6.00 each 1060

One

thousand

sixty Only

6360.00

6.00 P&F WVC wash basin (Ist quality, I.S. :2556 mark) of approved make with C.I. brackets duly painted,

1No. 15 mm c.P. pillar cock(IS:8934 mark)& 32 mm C.P. brass waste coupling of approved

make, 25mm G.I. waste pipe complete including cutting &

making good the wall size 510 mmX400 mm

18.00 each 1481

One

Thousand

Four

Hundred

eighty one

Only

26658.00

7.00 P&F kitchen & lab sink of

approved make with C.I. brackets duly painted, 40 mm C.P. waste coupling, c.P. Brass chain with

rubber plug, 40 mm G.I. waste pipe up- to floor level complete including cutting and making good

the wall & floor: 1.0 mm thick salem stainless steel AISI- 304 & IS 13983-1994 kitchen sink of

approved make as per engineer-in charge with large waste coupling

overall size 24X18X8 inches Bowl size X16X8 inches

1.00 each 3118

Three

Thousand

one

Hundred

eigtheen

Only

3118.00

8.00 P&F Beveled edge Mirror of

special glass of approved make (Atul/ equivalent) complete with 6mm thick asbestos cement sheet

ground fixed to wooden screws and washers. Size 600x450mmx 4mm thick.

10.00 each 344

Three

Hundredfou

rty fourOnly

3440.00

9.00 P & F Towel Rail or Ring of approved quality/ make: C.P. brass towel rail elbow type with

concealed screws size 450 mm (Heavy duty)

10.00 each 396

Three

Hundred

ninety six

Only

3960.00

10.00 P & F Grating of approved quality /make Stainless steel sheet size 125 mm dia

28.00 each 44 Forty four

Only 1232.00

23

23

11.00 P & F jet spray for water closet with C.P. Copper tube flange of

approved make 6.00 each 293

Two

Hundred

ninety three

Only

1758.00

12.00 P & F GI pipes ( internal works ) with GI fittings eccluding Union

(IS:1239 mark ) and MS clamps, including cutting & making good the wall & floors.

0.00

12.01 A.15mm dia Nominal Bore 'B'

class 110.00 mtr 127

One

Hundred

Twenty

seven Only

13970.00

12.02 B. 25mm dia Nominal Bore 'B'

class 120.00 mtr 215

Two

Hundred

fifteenOnly

25800.00

13.00 P & F GI pipes ( External works )

with GI fittings eccluding Union (IS:1239 mark ) and MS clamps, including trenching and refilling

earth etc.

0.00

13.01 A.15mm dia Nominal Bore 'B' class

50.00 mtr 123

One

Hundred

twenty

three Only

6150.00

13.01 B. 25mm dia Nominal Bore 'B' class

150.00 mtr 178

One

Hundred

Seventy

eight Only

26700.00

14.00 Making connection of GI distribution branch with GI main

including all fitting. Upto 25mm dia

1.00 each 278

Two

Hundredsev

enty eight

Only

278.00

15.00 P & F Bib Cock (IS : 8931 Mark), Superior quality of approved

make: C.P. Brass bib cock,15mm nominal bore.

50.00 each 473

Four

Hundred

seventy

three Only

23650.00

16.00 P & F Stop Cock (IS :8931 Mark), superior quality & of approved

make: Brass 400 gm. 15mm nominal bore.

16.00 each 215

Two

Hundredfift

een Only

3440.00

17.00 P & F Push Cock superior quality

& of approved make: C.P. Brass 15mm nominal bore. 2.00 each 266

Two

Hundred

sixty six

Only

532.00

18.00 P & F Ball Cock (IS :1703 Mark)

with Rod & P.V.C. Ball complete : Brass wt.1000 gm, 25mm. 6.00 each 198

One

Hundred

Ninety eigth

Only

1188.00

19.00 P&F pillar cocks(IS; 8934 mark)

of superior quality and approved make. C.P. pillar cock, 15 mm dia nominal bore

6.00 each 550

Five

Hundred

Fifty Only

3300.00

24

24

20.00 P & F Inlet Connection (Angle Valves) Superior quality, of

approved make, for Wash basin, Gyser etc. C.P. Inlet connection 15mm.Brass (IS : 8931 marked)

18.00 each 361

Three

Hundred

sixty one

Only

6498.00

21.00 P&F 15 mm dia connection pipe of

approved quality/ make PVC Pipes with nuts 450mm.

24.00 each 61 sixty one

Only 1464.00

22.00 P&F Flush Cock/Flush valve (IS :9758) for WC of approved make CP brass 25 mm nominal bore. 12.00 each 737

Seven

Hundred

thirty seven

Only

8844.00

23.00 P&F Full way valve (IS:778 Mark) or wheel valve of approved make.

0.00

23.01 (A)Gun metal 15 mm nominal bore. 6.00 each 215

Two

Hundredfift

eenOnly

1290.00

23.02 (B)Gun metal 25 mm nominal bore.

6.00 each 424

Four

Hundred

twenty four

Only

2544.00

24.00 P & F PVC Storage tank (IS 12701 marked indicating the BIS licence

No.) of approved make with cover, 25mm dia 1M long G.I. Over flow pipe and 25 cm long wash out pipe

with plug & socket including making connection etc complete of approved design.

0.00

24.01 1000 Ltr.

5.00 each 5400

Five

Thousand

four

Hundred

Only

27000.00

24.02 500 Ltr.

1.00 each 2800

Two

Thousand

eigth

Hundred

Forty Only

2800.00

25.00 P& F rigid PVC Pipe (IS 4985 Mark) Class 2nd /(4 kg /sqcm) approved quality / Make including

joining the pipe with solvant cement rubber ring and lubricant.

0.00

25.01 (A)110 mm dia.

215.00 mtr 224

Two

Hundred

twentyFour

Only

48160.00

25.02 (B) 160mm dia.

20.00 mtr 309

Three

Hundred

nine Only

6180.00

26.00 plain Tee 110mm dia

24.00 each 182

One

Hundred

eigthty two

4368.00

25

25

Only

27.00 Door Tee 110 mm dia

8.00 each 206

two

Hundredsix

only

1648.00

28.00 Door 'Y 110 mm dia

8.00 each 223

Two

Hundred

tweenty

three only

1784.00

29.00 Bend 87.5 110 mm dia

20.00 each 154

One

Hundredfifty

four pnly

3080.00

30.00 W.C. Connector with lipring 110

mm dia 18.00 each 206

Two

Hundred six

only

3708.00

31.00 plain floor trap 110 mm dia

22.00 each 223

Two

Hundred

tweenty

three only

4906.00

32.00 Gully trap 110 mm dia

4.00 each 540

Five

Hundred

fourty Only

2160.00

33.00 Construction of manhole in all

type of soil inner size 90X60 cm. thick cement concrete 1:50:10 in foundation, 20 mm thick inside

plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C flooring, making

channels, 80 mm thick stone slab covering with 40 mm thick M-15 grade C.C flooring, cement cover

with frame of 450 mm dia, earthwork etc. complete as per

design including disposal of surplus earht within 50 mtr. lead. Depth up to 0.5m

4.00 each 2784

Two

Thousand

seven

hundred

eigthty four

Only

11136.00

34.00 Construction of chambers in all type of soil with 300 mm thick mesonary in cement sand mortar

1:6 100 mm thick CC 1:5:10 in foundation, 20 mm thick inside plaster in CM 1:6 finished with

floating neat cement ,50 mm thick M-15 grade CC flooring , Earth work etc. complete as per design

including disposal of surplus earth within a lead of 50 Mtr. Inside size 300X300 mm depth upto 0.5 Mtr.

And 5 kg. CI cover with frame .

14.00 each 469

Four

Hundred

sixty nine

Only

6566.00

26

26

35.00 Construction of soakage well in all type of soil with 300 mm thick dry

masonry, top and bottom 300 mm course in CM 1:6, 80mm thick stone slab, jointing of slab in CM 1

: 3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C flooring, earthwork complete as per

approved drawing including disposal of earth within a lead of

50 mtr.: 3.24.1 Size 300 Cm. dia outside & 300Cm. depth .

2.00 each 10500

Ten

Thousand

five

Hundred

Only

21000.00

36.00 Construction of Septic Tank in all

type of soil with 40 cm thick masonry with CM 1:6, 15 cm thick CC bed of 1:5:10 M15 grade

CC flooring & over stone slab covering, 80 mm thick slab jointing of slab in in CM 1:3,

Ralthal, Kharanja 50 mm thick stone partition walls , 20 mm thick plaster in CM 1:6 finished with

neat floating cement , 4 nos. CI foot rest of approved design , 2 nos 450 mm dia 25 kg each CI cover

with frame earth work etc complete as per approved drawing

including disposal of surplus earth within a lead of 50 Mtr. Size 400x140x150 cm ( for 50 users )

2.00 each 28858

Tweenty

eigth

Thousand

eigth

Hundred

fifty eigth

Only

57716.00

37.00 Construction of Open Surface Drain with 112mm thick brick masonry in CM 1:4,110mm thick

base concrete 1:5:10, 37mm thick M-15 grade C.C. flooring ,12mm 1:4 cement plaster on all exposed

faces of walls including top surface excavation & disposal of earth complete as per approved

design/drawing: 150mm drain,225mmm av. Depth

45.00 mtr 315

Three

Hundred

Fifteen Only

14175.00

Part C : Electric Works

No Rupees

Only 0.00

1.00 Wiring of light point/fan point/exhaust fan point/ call bell

point with 1.5 sq. mm nominal

size FR PVC insulated

unsheathed flexible copper conductor 1.1 KV grade and 1.5

sq. mm nominal size FR PVC

insulated unsheathed flexible

copper earth conductor 1.1 KV grade (IS: 694) of approved

make group-2

0.00

1.01 Short point (up to 3 mtr.) 71 each 172

One

Hundred 12212.00

27

27

Seventy Two

Only

1.02 Medium point (up to 6 mtr)

140 each 270.4

Two

Hundred

Seventy

and Forty

Paise

37856.00

1.03 Long point (up to 10 mtr)

69 each 379.2

Three

Hundred

Seventy

Nine and

Twenty

Paise

26164.80

2.00 Wiring of twin control light

point with 1.5 sq. mm FR PVC

insulated unsheathed flexible

copper conductor 1.1 KV grade and 1.5 sq. mm FR PVC

insulated unsheathed flexible

copper earth conductor 1.1 KV

grade (IS: 694) of approved make in surface/recessed I

group-2 Long point (up to 10

mtr)

4 each 380 Three

Hundred

Eighty Only

1520.00

3.00 Wiring of 3 pin 5 amp. light plug point with 1.5 sq. mm

nominal size FR PVC insulated

unsheathed flexible copper

conductor 1.1 KV grade and 1.5 sq. mm nominal size FR PVC

insulated unsheathed flexible

copper earth conductor 1.1 KV

grade (IS: 694) of approved make in surface/reces group -2

On board

102 each 72 Seventy Two

Only 7344.00

4.00 S & F follwing sizes (dia.) of

ISI marked medium duty PVC conduit along with accessories

in surface/ recessed using

clamps, fastener as required

including cutting the wall , covering conduit with wire

mess and making good the same

as required. Group-2 25 mm dia

430 mtr 33.6 Thirty Three

and Sixty

Paise

14448.00

5.00 Supplying and drawi;ng FR PVC insulated & unsheathed

flexible copper conductor ISI

marked (IS:694) of 1.1 kV

grade and approved make in existing surface ofr necessed

conduit/ casting capping

including making connections

etc. as required. Group-2

0.00

28

28

5.01 2 x 1.5 sq. mm 350 mtr 22.1

Twenty Two

and Ten

Paise

7735.00

5.02 2 x 2.5 sq. mm 470 mtr 34.9

Thirty Four

and Ninety

Paise

16403.00

5.03 2 x 4 sqmm 195 mtr 48.5

Forty Eight

and Fifty

Paise

9457.50

6.00 P & F 240/415 V MCB of

breaking capacity not less than 10 KA (B/C/D tripping

characteristic) ISI marked IS

8828 (1996)/conforming to IEC

60898 in existing board/ sheets including making connections

with lugs, testing etc. as

required. Group-2

0.00

6.01 6 A to 32 A rating

36 each 114

One

Hundred

Fourteen

Only

4104.00

6.02 40 A to 63A rating 15 each 212

Two

Hundred

Twelve Only

3180.00

7.00 P & F Recessed/ Surface mounting heavy duty horizontal

type sheet steel Distribution

board phophatised/ powder

painted complete with 100 Amp copper copper bus bar, shorting

link, neutral, earth link and din

bar, conforming to IS 13032 &

IS 8623 including making internal DB termination with

copper lux, testing etc. as reqd. .

group-2

0.00

7.01 Single door(Single Phase) 8 way 8 each 510

Five

Hundred

Ten Only

4080.00

7.02 Single door(Single Phase) 16 way

2 each 680 Six Hundred

Eighty Only 1360.00

8.00 P & F strip fluorscent tube

fitting fabricated from (CRCA

sheet and finished with powder coating/stove enamelled non

corrosive UV resist EP channel)

complete with accessories(Low

loss copperchoke, starter, starter seat)/Electronic choke with

terminal block duely prewired

with copper conducter including

making connection, testing etc.

70 each 315.2

Three

Hundred

Fifteen and

Twenty

Paise

22064.00

29

29

as required(Without tube) 1x36

watts with OCCB. Group-2

9.00 P & F Fluorscent tube rod in

existing fixtures as required,

minimum 3 star rating,36/40 watts

70 each 50.4 Fifty and

Forty Paise 3528.00

10.00 Pipe Earthing as per IS: 3043

with perforated 3.0 mtr. Long,

40 mm dia. 'B' clas G.I. Pipe including all accessories like

nut, bolts, reducer, nipple, wire

meshed funnel, and brick

masonary finished chamber covered with ferro cement cover

C.I. Frame of size 300mm x

300mm and embodying the pipe

complete with alternate layers salt and coke/charcoal, testing

of earth resistance as required.

1 each 1650

One

Thousand

Six Hundred

Fifty Only

1650.00

11.00 10 SWG G.I. Wire from earth

Wire 30 mtr 6 Six Only 180.00

12.00 P & F IP-43 protected street

light luminaire on existing

bracket suitable for FTL, made

out from CRCA sheet steel finished with stove enamelled

paint, having deep drawn

aluminium alloy canopy

reflector cum control gear tray, clear ribbed acrylic diffuser.

Group-2 1 x 36 watts

6 each 1116

One

Thousand

One

Hundred

Sixteen Only

6696.00

13.00 P & F of Heavy duty capacitor

start 900/1400 RPM single

phase ISI marked Exhaust fan, IS:2312 marked in existing

opening including making

connections testing etc. as required 300 mm sweep

(900/1400 RPM)

15 each 2551.7

Two

Thousand

Five

Hundred

Fifty One

and Seventy

Paise

38275.50

30

30

14.00 P/I aying PVC insulated & PVC

sheathed cable of 1.1 kV grade with aluminium conductor of

IS:1554 P-I of Groups of

approved make in ground as per

IS:1255 including excavation of 30cm x 75cm size trench, 25cm

thick under layer of sand, Iind

class bricks covering, refilling

earth, compaction of earth, making necessary connection,

testing etc. as required of size 6

sqmm, 4 core arm

80 mtr 146

One

Hundred

Forty Six

Only

11680.00

15.00 P & F star rated double ball

beari;ng capacitor start, aluminium body and blade

ceiling fan with down rod upto

30 cm with 3x1.5 sqmm pvc insulated flexible copper

conductor making connection

testing etc as required. 1200

mm sweep 5 star rated

51 each 1611.6

One

Thousand

Six Hundred

Eleven and

Sixty Paise

82191.60

16.00 P & F IS:371 marked 6 amp sufface type celling rose

inculuding making commection

testing etc. grup-2 (E071400)

56 each 14.4 Fourteen

and Forty

Paise

806.40

17.00 Supplying and fixing ISI maked (IS :3854) 16 amp flush type

switch including cutting hole in

tile and making connection

testing etc. as required.

62 each 37.6 Thirty Seven

and Sixty

Paise

2331.20

18.00 Supplying and fixing ISI

marked (IS :1293) 3/6 pin 16

amp flush type socket including

cutting hole in tile and making connection testing etc. as

required (E071300)

62 each 41.6 Forty One

and Sixty

Paise

2579.20

19.00 P & F ISI marked 6 amp

bakelite batten/ angle holder including making connection

testing etc. as required grup-2

(E071500)

50 each 16 Sixteen Only 800.00

20.00 P & F 18 swg MS Recessed fan box, hexagonal/round of size

130mm dia, depth 75 mm ,

12mm dia rad fan hook with

100mm length extended on eeach side. gourp-1 (E170500)

68 each 95 Ninety Five

Only 6460.00

21.00 P & F ISI marked socket size

flush type 120 /280 watt rotary

5 step fan regulator including making connection testing etc.

as required

60 each 168

One

Hundred

Sixty Eight

Only

10080.00

31

31

22.00 Supply & Fixing ISI marked

(IS:13849) Portable fire exitnguisher, ABC type,

finished externally with red

enamel paint, complete in all

respects including initial fill and wall suspension of following

capacity, 9kg,

4 each 7350

Seven

Thousand

Three

Hundred

Fifty Only

29400.00

23.00 P & F 18 SWG Sheet steel

boxes duly finisded with two

coats of red oxide and with earthing terminal of following

sizes (nominal size) on surfacae

or in recessed as required.

175mmX 100mmX60mm (E050100)

70 each 57 Fifty Seven

Only 3990.00

Bounday Wall With Guard Room

0.00

1.00 Earth work in excavation by mechanical means (Hydraulic

Excavator )/ manual means in

foundation trenches or drains

(not exceeding 1.5 m in width or 10 sum on plan) including

dressing of sides and ramming

of bottoms, lift upto 1.5 m,

including taking out the excavated soil and depositing

and refilling of jhiri with

watering & ramming and

disposal of surplus excavated soil as directed with in a lead of

50 meter.

All kinds of soils

97.93 Cum 193

One

Hundred

Ninety three

Only

18901.17

2.00 P.C.C. IN FOUNDATION Providing and laying in position

cement concrete including

curing compaction etc.

complete in spcified grade excluding the cost of centering

and shuttering all work upto

plinth level 1:4:8(1 cement:4

Coarse sand :8 gradeed stone aggregate 40 mm nominal size).

18.85 Cum 2250

Two

Thousand

two

hundred

fifty Only

42413.63

3.00 Random Rubble stone masonry

for with hard stone in

foundation and plinth in Cement Sand mortar above 30 CM thick

wall in cement mortat 1:6 (1-

Cement: 6- Sand)

75.60 Cum 1980

One

thousand

nine

hundred

eighty only

149688.00

32

32

4.00 DPC:-Providing and laying in

position specified grade of cement concrete for all RCC

structural elements upto plinth

level including curing,

compaction, finishing with rendering in cement sand mortar

1:3 (1 cement: 3 coarse sand)

and making good the joints and

cost of plastizers (if required excluding the cost of centering,

shuttering and reinforcement .

M20 Grade Nominal

Mix/Design mix.

9.14 Cum 3907

Three

Thousand

nine

Hundred

seven Only

35708.03

5.00 STONE MASONRY IN SUPER STRUCTURE

Random Rubble stone masonry

with hard stone in superstucture above plinth level and upto five

level wall upto 30 cm and less

thickness cement sand mortar

1:6 (1-Cement: 6- Sand)

104.43 Cum 2638

Two

Thousand

Six Hundred

thirty eigth

Only

275480.01

6.00 Beams:-Providing and laying in position specified grade of

cement concrete for RCC

structural elements upto floor

five level including curing, compaction, finishing with

rendering in cement sand mortar

1:3 (1 cement: 3 coarse sand)

and making good the joints and cost of plastizers( if required)

excluding the cost of centering,

shuttering and reinforcement

for Beams, suspended floors, roofs, griders having slopes up

to 15, landings, balconies,

shelves, chajjas, lintels, bands, plain windows sills, staircases

and spiral staircases etc.

M20 grade Nominal Mix /

Design Mix

1.73 Cum 4200

Four

Thousand

two

Hundred

Only

7260.12

33

33

7.00 Slab:-Providing and laying in

position specified grade of cement concrete for RCC

structural elements upto floor

five level including curing,

compaction, finishing with rendering in cement sand mortar

1:3 (1 cement: 3 coarse sand)

and making good the joints and

cost of plastizers( if required) excluding the cost of centering,

shuttering and reinforcement

for Beams, suspended floors,

roofs, griders having slopes up to 15, landings, balconies,

shelves, chajjas, lintels, bands,

plain windows sills, staircases

and spiral staircases etc. M20 grade Nominal Mix /

Design Mix

3.06 Cum 4200

Four

Thousand

two

Hundred

Only

12843.29

8.00 Centering & shuttering with

plywood or steel sheets including strutting, propping

bracing both ways with steel

props and removal of

formwork for upto floor five level for :Suspended floors,

roofs, landings, staircases,

balconies, girders, cantilevers,

bands, coping bed plates, anchor blocks, sills, chhajjas,

lintel, beam, plinth beam etc.

71.24 sqm 185

one

Hundred

eighty five

Only

13179.68

9.00 Steel Reinforcement:-P/F

reinforcement for RCC work

including straightening,cutting, bending, placing in position and

binding (including cost of

binding wire) all complete upto floor five leveTMT bars

(Conforming of relevent IS

Code).

4093.94 kg 71 Seventy one

Only 290669.74

10.00 Pillar Masonary:-Random

Rubble stone masonry with hard stone in superstucture above

plinth level and upto five level

for square or rectangular pillers

cement sand mortar 1:4 (1-Cement: 4- Sand)

22.48 Cum 2936

Two

Thousand

Nine

Hundred

thirty six

Only

65993.94

11.00 Door Frames:-Providing and

fixing in CM 1 : 4 double

paitam (rebated) stone door window and ventilator frames

of approved quarry :Size 100 x

6.90 mtr 96 Ninety

sixOnly 662.40

34

34

75mm.

12.00 Doors:-Providing and fixing

M.S. sheet 1mm thick double

leaf door shutter in angle iron

frame 35x35x5mm suitabilly diagonally braced with 25x3mm

flat iron above and below lock

rail of size 50x5mm beading

extra including all fittings, as per direction of Engg. incharge

but excluding cost of

chowkhats: including two coats

of anit-corrosive red oxide primer paint

2.26 sqm 1674

One

Thousand

Six Hundred

Seventy four

Only

3779.06

13.00 Glazed Window:Providing and

fixing steel glazed doors

windows and ventilator shutters of standard rolled steel section

joints mitred and welded with

steel lugs 13x3mm, 10cm. long

embedded in cement concrete block 15x10x10cm. of 1:3:6

(1cement : 3 coarse sand : 6

graded stone aggregate 20mm

nominal size) or with wooden plugs and screws or rawl plugs

and screws with fixing clips or

with bolts and nuts as required

including providing and fixing of plain glass panes 4mm thick

with cooper glazing clips and

special metal sash putty of

approved make or metal beading with screws complete

including priming coat of

approval steel primer, excluding the cost of metal beading and

other fitting except necessary

hinges of pivots steel handles

peg stay etc. as required :Partly fixed and partly openable [

fixed area not to exceed 33%]

3.92 sqm 1744

One

Thousand

seven

Hundred

fourty four

Only

6827.76

14.00 Wire Gauge Supplying & fixing

fixed wire Gauge of 14 mesh X

24 Gauge to the Metal frame of rolled section by metal beading

20X3mm with suitable screw at

not exceeding 150mm distance.

Less 20% glazzed area

3.13 sqm 448

Four

Hundred

fourty four

Only

1403.14

35

35

15.00 Guard Bars: P&F square bars or

other flat welded to window/ventilators etc., Guard

bar 12 x12mm

28.37 kg 65 Sixty five

Only 1844.15

16.00 Supplying and Filling in plinth

with river sand under floors

including watering ramming consolidating and dressing

complete including cost of sand

5.05 Cum 384

Three

Hundred

eigthty four

Only

1937.66

17.00 Stone Kharanja: RR Dry stone

kharanja under floor 1.68 Cum 543

Five

Hundred

fourty three

Only

913.33

18.00 Cement Concrete:- Providing and laying in position cement

concrete including curing

compaction etc. complete in

spcified grade excluding the cost of centering and shuttering

all work upto plinth level

1:4:8(1 cement:4 Coarse sand :8

gradeed stone aggregate 40 mm nominal size).

0.84 Cum 2250

Two

Thousand

two

hundred

fifty Only

1892.25

19.00 Kota stone slab flooring 25 mm

thick over 20 mm (average)

thick base laid over and jointed

with grey cement slurry mixed with pigment to match the

shade of the slab including

rubbing and polishing complete

with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) For

area of each slab from 2001 to

5000 Sq.Cm

10.34 sqm 718.75

Seven

Hundred

eighten and

seventy five

paise Only

7430.08

20.00 Kota stone slabs 25 mm thick in risers of steps, skirting, dado

and pillars laid on 12 mm

(average) thick cement mortar

1:3 (1 cement 3 coarse sand) and jointed with grey cement

slurry mixed with pigment to

match the shade of the slabs,

including rubbing and polishing complete(For area of each slab

upto 2001 Sqcm)

4.60 sqm 661.25

Six hundred

sixty one

and tweenty

five paise

3038.44

21.00 Plaster on new surface on walls

in cement sand mortar 1:6 including racking of joint etc.

complete fine finished : 20 mm

thick

906.74 sqm 111

One

Hundred

elevan Only

100648.20

36

36

22.00 Plaster(Ceiling): 6 mm thick

cement plaster to ceiling of mix 1:3 (1 cement: 3 fine sand)

9.30 sqm 75.9

Seventy five

and ninety

Paise Only

706.06

23.00 Grading roof for water proofing

treatment with water proffing

compound: Cement concrete 1:

2: 4 (1 cement: 2 Course sand: 4 Greded stone aggregate 20 mm

nominal size)

0.70 Cum 3576

Three

Thousand

Five

Hundred

seventy six

Only

2494.93

24.00 Grading roof for water proofing

treatment with water proffing

compound: Cement Mortar 1: 4 (1 cement: 4 Course sand)

0.23 Cum 2493

Two

Thousand

FourHundre

d ninety

three Only

579.78

25.00 Gola Providing gola 75mm x

75mm in cement concrete 1:2:4(1 cement: 2 coarse sand: 4

stone aggregate 10 mm and

down gauge) including finished

with cement mortar 1:3(1 cement: 2 fine sand) as per

standard design.

12.20 mtr 28 tweenty

eigth Only 341.60

26.00 Distempering with oil bound

washable distemper of approved brand and manufacture to give

an even shade including all

scafflolding: New work ( Tow

or more coats) over and including scrapping and

priming coat with cement prime

46.51 sqm 49 Forty nine

Only 2279.11

27.00 Exterior Finishing: Finishing

wall with water proofing cement paint of appd brand &

manufacture and of reqd. shade

to give an even shade including

all scafolding New work (three or more coats applied at the rate

of 3.84 kg/10 sqm)

860.23 sqm 63 Sixty three

Only 54194.36

28.00 PANTING ON DOORS &

WINDOWS :- Painting with syntheitic enamel paint of

approved brand and

manufacture in all shade to give

an even shade new steel work (2 or more coat on new work).

36.76 sqm 52 Fifty two

Only 1911.59

37

37

29.00 COPING:-Providing and laying

cement concrete including curing compaction etc.

complete in retaining walls,

return walls, walls(any

thickness) including attached pilasters, columns, piers,

abutments, pillers, posts, struts,

buttresses, string or lacing

courses, parapets, coping, bed blocks, anchor blocks, plain

window sills, fillets, levelling

course etc upto floor five level

excluding the cost of centering and shuttering. M15 grade

nominal mix 1:2:4(1 cement:2

Coarse sand :4 gradeed stone

aggregate 20 mm nominal size).

3.10 sqm 3317

Three

Thousand

three

Hundred

seventeen

Only

10294.31

30.00 P&F rigid PVC Pipe (IS:4985

mark) class II/ (4 Kg. /Cm2.)

approved quality /make including joining the pipe with

solvent cement rubber ring and

lubricant. 110mm dia

3.75 mtr 246

Two

Hundred

Fourty six

Only

922.50

31.00 P&F rigid PVC pipe fittings (IS:

4985 mark) of approved quality /make including joining the pipe

with solvent cement rubber ring

and lubricant: Bend 87.5

0.00

31.01 110mm dia

1.00 no. 154

One

Hundred

Fifty four

Only

154.00

31.02 Pipe Clip 110 mm dia 3.00 no. 34

Thirty four

only 102.00

32.00 Providing and fixing steel gate ,

grating, and grils made of

angels , tees, square bars, flats,

or black pipe with hold fast and fittings complete as per design

and drawing including cutting

welding and fabrication with

priming coat of red oxide.

195.00 kg 76 Seventy six

Only 14820.00

PART-B (Electric Work) Based on BSR PWD 2012, Jaipur Circle

0.00

38

38

1.00 Wiring of light point/fan

point/exhaust fan point/ call bell point with 1.5 sq. mm nominal

size FR PVC insulated

unsheathed flexible copper

conductor 1.1 KV grade and 1.5 sq. mm nominal size FR PVC

insulated unsheathed flexible

copper earth conductor 1.1 KV

grade (IS: 694) of approved make group-2 Short point (up to

3 mtr.)

2.00 each 172

One

Hundred

Seventy Two

Only

344.00

2.00

Fan point -Short point (up to 3

mtr.) 1.00 each 172

One

Hundred

Seventy Two

Only

172.00

3.00 Wiring of 3 pin 5 amp. light

plug point with 1.5 sq. mm nominal size FR PVC insulated

unsheathed flexible copper

conductor 1.1 KV grade and 1.5

sq. mm nominal size FR PVC insulated unsheathed flexible

copper earth conductor 1.1 KV

grade (IS: 694) of approved

make in surface/reces group -2 On board

1.00 each 72 Seventy Two

Only 72.00

4.00 S & F follwing sizes (dia.) of

ISI marked medium duty PVC

conduit along with accessories in surface/ recessed using

clamps, fastener as required

including cutting the wall ,

covering conduit with wire mess and making good the same

as required. Group-2 25 mm dia

10.00 mtr 33.6

Thirty Three

and Sixty

Paise

336.00

5.00 Supp