ennoreport.nic.inennoreport.nic.in/upload/uploadfiles/files/Tender Document for Car Parking Yard- Final.pdfKPL/PPD/PY/2017 Development of car parking yard for RO RO cum GCB-II Page

KPL/PPD/PY/2017 Development of car parking yard for RO RO cum GCB-II

KAMARAJAR PORT LIMITED [A Mini Ratna Government of India Undertaking]

E- Procurement Mode

TENDER FOR DEVELOPMENT OF

CAR PARKING YARD FOR RO RO CUM GCB-II

Volume – I

Technical Bid

Due Date of Submission: 15.00hrs on 24.01.2018

Date & Time of opening: 15.30hrs on 25.01.2018


Page 1 of 191

CONTENT

SI.No. Reference Descriptions Page

No.

1 NIT Notice Inviting Tender 2 – 5

2 SECTION - 1 Instructions to Tenderers 9 – 28

3 SECTION -2 Conditions of Contract 34 – 72

4 SECTION - 3 General Description of Work and Other

Conditions 80-103

5 SECTION - 4 Technical Specifications of Materials and

Works 109 – 158

6 SECTION - 5 Forms 159-179

7 SECTION - 6 Drawings 183 -193


Page 2 of 191

NOTICE INVITING TENDER

Tender for Development of Car Parking Yard for RoRo cum GCB-II at Kamarajar Port

Sealed tenders are invited by Kamarajar Port Limited from reputed GST registered contractors for

executing the following works under the head “Tender for Development of Car Parking Yard

for RoRo cum GCB-II at Kamarajar Port Ltd.” under two cover system at an estimated cost

of Rs.30,62,66,000/- (Including GST) through e-Procurement mode on website e-procure.gov.in.

Tender No: KPL/PPD/PY/2017

Name of the work Development of Car Parking Yard for

RoRo cum GCB-II at Kamarajar Port Ltd

Fees of tender paper (non-

refundable in INR)

Rs.11,200/-(Rupees Elevan Thousand Two

hundred Only)

Estimated value of work put to

tender (in INR)

Rs. 30,62,66,000/- (Rupees Thirty Crores Sixty

Two lakhs Sixty six thousand only) including

GST.

Bid Security / EMD

Rs. 20,00,000/- in the form of demand

draft/Pay Order/Banker’s Cheque +

Rs.30,62,660/- in the form of BG.

Period of contract 18 months

Period of Online issue of tender

documents 26.12.2017 to 24.01.2018

Last date of Receiving Queries /

Clarifications 06.01.2018

Pre-bid Meeting, time and Place

08.01.2018 at 11:30 Hrs at the Port

Administrative Building, Kamarajar Port

Limited, Vallur Post, Chennai - 600120.

Last date & time for online

submission of Bid 24.01.2018 at 15:00 Hrs

Date, time and Place of opening of

Technical Bid

25.01.2018 at 15:30 Hrs at Port Administrative

Building,

Kamarajar Port Limited,

Vallur Post,

Chennai - 600120.


Page 3 of 191

1.2 The complete tender document including drawing (which shall be downloaded on website:

www.ennoreport.gov.in / www.eprocure.gov.in) and Tenderers may submit their tender on

or before the due date and time of submission in e-Procurement mode. They shall also pay

Rs.11,200/-(Rupees Elevan thousand and Two hundred only), towards the cost of tender in

the form of DD in the name of “Kamarajar Port Limited” from any Nationalized/Scheduled

Bank (except Cooperative Banks) encashable at Chennai which is non-refundable and the

DD should be reached to Kamarajar Port Limited on/before 15:00 Hrs on or before due date

of submission of Tender with covering letter indicating Tender number, Name of work

otherwise the tenders shall be rejected.

1.3 Earnest Money should be reached to Kamarajar Port Limited on/before due date and time of

submission of Tenders otherwise the tenders shall be rejected.

1.4 The offer (both Technical & Price) must be valid for a minimum of 180 days from the last

date of submission of offer; otherwise the offer shall be rejected as non-responsive.

1.5 Biding is open to all eligible bidders meeting the eligibility criteria as defined in Clause No.4

of instructions to tenderer. Tenderer are advised to note the minimum qualification criteria

specified below to qualify for the award of the contract.

i) Average annual financial turnover of the firm during the last three years ending

31.03.2017 should not be less than the estimated cost. (i.e. Rs.9,18,90,000/-).

ii) Experience of having successfully completed similar works during last 7 years (ending

last day of month previous to the one in which applications are invited) i.e. 31.10.2017

should be either of the following

a) Three similar completed works each costing not less than the amount equal to

Rs.12,25,20,000/-

OR

b) Two similar completed works each costing not less than the amount equal to

Rs.15,31,50,000/-

OR

c) One similar completed work each costing not less than the amount equal to

Rs. 24,50,40,000/-

http://www.ennoreport.gov.in/

http://www.eprocure.gov.in/


Page 4 of 191

“Similar Work” means construction of Yard / Road / Runway with Concrete /

Interlocking block as a crust layer, works in Central / State Government organizations,

Central / State PSUs, Port Sector and SPV Company of PPP projects mode.

• Yard means parking / stacking space for Vehicles / Containers / Cargoes

• Road means road projects

• Runway means runway / taxi way / apron for Aircraft operations

iii) The contractor shall submit letter of satisfactory performance of their plants &

equipments machines. Also furnish that their personnels are qualified and minimum

numbers to be employed.

iv) Documentary evidence for having valid GST/PAN details as under:

i)GST Registration Certificate No.______________________

ii) PAN No. _____________________

v) Documentary evidence for having valid ESI/EPF details as under:

i)ESI No.______________________

ii) EPF No. _____________________

vi) Bidders who meet the minimum qualification criteria will be qualified only if their

available bid capacity is more than the total bid value. The available bid capacity will be

calculated as under:

Assessed Available Bid capacity = A *N * 2 -B, where

‘N’ = Number of years prescribed for completion of the subject contract.

‘A’ = maximum value of works executed in any one year during last seven years (at

current price level).

‘B’ = value at current price level of existing commitments and ongoing works to be

completed in the next ‘N’ years.

The Bidder shall furnish statements showing the value of existing commitments and on-

going works as well as the stipulated period of completion remaining for each of the works

preferably countersigned by the Engineer In charge or his Engineer In charge’ representative.

1.6 First preference shall be given to the lowest offer.


Page 5 of 191

1.7 The Employer/Board do not bind themselves to accept the lowest or any tender and reserve

the right to accept any tender in part or to reject any tender without assigning any reason

there for.

1.8 The due date of submission of offers will be 24.01.2018 @ 1500hrs, unless otherwise

notified. In the event of changes in the schedules, the Kamarajar Port Limited notifies the

same through its web site.

1.9 If the offers are not received according to the instructions detailed here above, they shall

be liable for rejection.

1.10 For more details visit Port website: www.ennoreport.gov.in or www.eprocure.gov.in or

contact General Manager (Operations) at 044 – 27950028

General Manager (Operations)


Chennai-600 120

http://www.ennoreport.gov.in/



Page 6 of 191

SECTION – 1

INSTRUCTIONS TO TENDERERS

(ITT)


Page 7 of 191

SECTION – 1 – INSTRUCTIONS TO TENDERERS

Clause No. Content of Clause Page No.

Instructions for Online Bid Submission

9

A. GENERAL

1.0 Scope of Bid 12

2.0 Availability of the project area 12

3.0 Source of funds 13

4.0 Eligible bidders 13

5.0 Eligibility and qualification criteria 13

6.0 One bid per bidder 17

7.0 Cost of Bidding 17

8.0 Site visit 17

B. BIDDING DOCUMENTS

9.0 Content of Bidding Documents 18

10.0 Clarification of Bidding Documents 19

10.1 Pre-bid meeting 19

11.0 Amendment of Bidding Documents 20

C. PREPARATION OF BIDS

12.0 Language of the bid 20

13.0 Documents comprising the bid 20

14.0 Bid Prices 21

15.0 Currencies of Bid and payment 21

16.0 Bid Validity 22

17.0 Bid Security (Earnest Money Deposit[EMD]) 22

18.0 Alternative proposals by bidders 23


Page 8 of 191

Clause No. Content of Clause Page No.

D. SUBMISSION OF BIDS

19.0 e- Procurement 23

20.0 Deadline for submission of bids 23

21.0 Modification and withdrawal of bids 23

E. BID OPENING AND EVALUATION OF BIDS

22.0 Bid Opening 24

23.0 Process to be confidential 24

24.0 Clarification of bids 24

25.0 Examination of technical bids and determination of responsiveness

of technical bid 25

26.0 Evaluation and comparison of financial bids 25

F. AWARD OF CONTRACT

27.0 Award Criteria 25

28.0 Employer’s right to accept any bid and reject any or all bids 26

29.0 Notification of award and signing of Agreement 26

30.0 Performance security 27

30.1 Performance Guarantee 27

30.2 Security Deposit 27

31.0 Advance payment 27

32.0 Conciliator 27

33.0 Corrupt or Fraudulent practices 28

34.0 Integrity Pact 28


Page 9 of 191

INSTRUCTIONS FOR ONLINE BID SUBMISSION

Bidders to follow the following procedure to submit the bids online through the e-

Procurement portal http://eprocure.gov.in.

The bidder shall obtain e-token from a licensed Certifying Authority of National

Information Centre (NIC) such as MTNL / SIFY / TCS / nCode / eMudhra to get

access for Online Bid Submission through the e-procurement site

http://eprocure.gov.in.

(i) Bidder should do the registration in the tender site using the “Click here to Enroll” option

available.

(ii) Bidder can use “My Space” area to update standard documents in advance as required for

various tenders and use them during bid submission. This will facilitate the bid

submission process by reducing time.

(iii) Bidder should read the tenders published in the site and download the required

documents / tender schedules for the tenders.

(iv) Bidder then logs into the site by giving the user id/password chosen during registration

and password of the DSC/e-token.

(v) Only one DSC should be used for one bidder. If a bidder uses more than one DSC token,

the bid would summarily be rejected.

(vi) Bidder should read the Tender schedules carefully and submit the documents as per the

Tender.

(vii) If there are any clarifications, the same may be clarified during the pre-bid meeting.

(viii) Bidder should take into account the corrigenda, if any published before submitting the

bids online.

(ix) Bidder must in advance prepare the bid documents to be submitted as indicated in the

tender schedule and they should be in the required format. If there are more than one

document, they can be clubbed together.

(x) Bidder selects the tender which he is interested using search option & then moves it to

my favourite’s folder.

http://eprocure.gov.in/

http://eprocure.gov.in/


Page 10 of 191

(xi) From the folder, appropriate tender can be selected and all the details can be viewed.

(xii) The bidder should read the terms & conditions and accept the same to proceed further to

submit the bids.

(xiii) The Bidder has to select the payment option as offline to pay the EMD and tender

document cost as applicable.

(xiv) The details of the DD instrument / any other accepted instrument, physically sent, should

tally with the details available in the scanned copy and the data entered during bid

submission time. Otherwise the bid submitted will not be acceptable.

(xv) The bidder has to enter the password of the DSC / e-token and the required bid

documents have to be uploaded one by one as indicated.

(xvi) The bidder has to submit the relevant files required as indicated in the cover content. In

case of any irrelevant files, the bid will be rejected / will not be accepted by the system.

(xvii) The tendering system will give a successful bid updating message and then a bid

summary will be shown with the bid no., the date and time of submission of the bid and

all other relevant details. The bidder has to submit the relevant documents required as

indicated in the cover content. In case of any irrelevant files, the bid will be rejected.

(xviii) The bid summary has to be printed and kept as an acknowledgement as a token of the

submission of the bid.

(xix) The bid summary will act as a proof of bid submission for the subject tender and will also

act as an entry point to participate in the bid opening date.

(xx) For any clarifications regarding the Tender, the bid number can be used as a reference.

(xxi) Bidder should log into the site well in advance for bid submission so as to submit the bid

in time (i.e.) on or before the bid submission time. If there is any delay, due to other

issues, bidder only is responsible.

(xxii) Each document to be uploaded online for the tenders should be less than 2 MB. If any

document is more than 2MB, it can be reduced by scanning at low resolution and the

same can be uploaded.


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(xxiii) The time settings fixed in the server side & displayed at the top of the tender site, will be

valid for all actions of requesting, bid submission, bid opening etc., in the e-tender

system. The bidders should follow this time during bid submission.

(xxiv) All the data being entered by the bidders would be encrypted using PKI encryption

techniques to ensure the secrecy of the data. The data entered will not be viewable by

unauthorized persons during bid submission & cannot be viewed by any one until the

prescribed date & time of bid opening.

(xxv) The confidentially of the bids would be maintained. Secured Socket Layer 128 bit

encryption technology is used. Data storage encryption of sensitive fields is done.

(xxvi) Any document that is uploaded to the server is subjected to symmetric encryption using

a generated symmetric key. Further this key is subjected to asymmetric encryption using

buyer’s public keys. Overall, the submitted tender documents become readable only after

the tender opening by the authorized individual.

(xxvii) For any queries, the bidders are asked to contact by mail [email protected] or by phone 1-

800-233-7315 well in advance.

(xxviii)Tenderer is required to submit their tender through online in the form of Two Cover

System on or before schedule bid due date of closing and time as notified in NIT. The

tender received after the due date and time will not be entertained.

(xxix) Tender Document can be submitted online only in the designated e-procurement portal

eprocure.gov.in on or before the due date and time. The time of opening of technical bid

will be as notified in the NIT.

(xxx) Tenderer should submit the tender as per specification of work, drawings and in

accordance with the instructions to bidders, General Conditions of Contract and Special

Conditions of Contract.


Page 12 of 191

SECTION – 1

INSTRUCTIONS TO BIDDERS

A. GENERAL

1. Scope of Bid

1.1 Kamarajar Port Limited (Erstwhile known as Ennore Port Limited) hereinafter termed

“the Employer” invites bids for the “Development of Car Parking Yard for RO RO cum

GCB -II”. The bidders may submit bids for the works detailed in the NIT through e-

procurement mode. The details of the works under this tender are as follows.

1.1.1 Construction of yard for heavy truck movements by using Concrete

Pavement. (Area is about 33000 Sq.m)

1.1.2 Construction of yard for parking cars by using PCC Paving blocks.

(Area is about 53000 Sq.m)

1.1.3 Construction of RCC Strom water drain. (Length is about 2100 RM)

1.1.4 Construction of RCC Cable chase. (Length is about 2500 RM)

1.1.5 Construction of compound wall on three sides of the yard using hollow blocks

with compound Gates. (Length is about 1035 RM)

1.1.6 Construction of Security watch tower – 2 Nos.

1.1.7 Construction of Three storey office building in the parking yard.

1.1.8 Two Approach ramps with RCC near gates.

Any other miscellaneous works for proper completion of works

1.2 The Contract period is 18 months as detailed elsewhere in the contract. The successful

bidder is required to complete the works by the scheduled completion date specified in

the tender from the date of commencement of the works.

2. Availability of the project Area & Engineer

2.1 The Employer shall provide the area for Yard works and other appurtenant works to the


Page 13 of 191

contractor.

2.2 The Employer will provide the land required for site offices, installation of concrete

batching plant, testing laboratories etc., except labour camps at free of cost adjacent to

the proposed parking yard up to the contract period or extended period if any by the

employer.

2.3 The Employer may nominate its own personnel or engage any other person to act as

Engineer for the project.

2.4 Throughout these bidding documents, the terms ‘Bid’ and ‘Tender’ and their

derivatives (bidder/ tenderer, bid/ tender, bidding/ tendering, etc.) are synonymous.

3. Source of Funds

3.1 The Employer has arranged the funds from internal resources and will have sufficient

funds in Indian Currency for execution of the works.

4. Eligible Bidders

4.1 The invitation for Bids is open to all eligible bidders meeting the eligibility criteria as

defined in Clause No.5

4.2 The Tenderer shall provide in Section 5, Forms of Bid and Qualification Information, a

statement that the tenderer is not associated, nor has been associated in the past, directly

or indirectly, with the Consultant or any other entity who has prepared the design,

specifications, and other documents for the present tender.

4.3 Government-owned enterprises may only participate if they are legally and financially

autonomous, operate under commercial law and are not a dependent agency of the

Employer subject to fulfillment of minimum qualifying criteria.

4.4 Tenderer shall not be under a declaration of ineligibility for corrupt and fraudulent

practices issued by the Employer in accordance with Clause No. 33.

5. Eligibility and Qualification Criteria

5.1 To be qualified for award of the contract, bidders shall provide evidence satisfactory to

the Employer of their capability and adequacy of resources to carry out the contract


Page 14 of 191

effectively. Bids shall include the following documentation and information on the

relevant information forms attached in Section 5 with the Bid Document.

5.2 Qualification will be based on meeting all the minimum criteria in Section 5, regarding

the applicant’s in general and particular experience, personnel and equipment

capabilities, and financial position, as demonstrated by the applicant’s responses in the

forms attached to the letter of application.

5.3 The applicant shall meet the following minimum criteria:

i) The applicant in the same name and style should have achieved an average annual

financial turnover of the firm the during the last three (3) years ending 31.03.2017

should not be less than Rs. 9,18,90,000/-.

ii) The contractor in the same name and style, as prime contractor should have

successfully completed similar works either of the following during last seven (7)

years ending last day of month 31.10.2017.

d) Three similar completed works costing each not less than the amount equal to

Rs. 12,25,20,000/- each

or

e) Two similar completed works costing each not less than the amount equal to

Rs. 15,31,50,000/-each

or

f) One similar completed work costing each not less than the amount equal to

Rs 24,50,40,000/-

“Similar Work” means construction of Yard / Road / Runway with Concrete /

Interlocking block as a crust layer, works in Central / State Government organizations,

Central / State PSUs, Port Sector and SPV Company of PPP projects mode.

• Yard means parking / stacking space for Vehicles / Containers / Cargoes

• Road means road projects

• Runway means runway / taxi way / apron for Aircraft operations

Documentary proof such as copy of completion certificate for the technical experience

duly notarized and audited balance sheet, Profit & Loss account statements for annual

turnover certified by Chartered Accountant for meeting qualification criteria shall be

submitted along with tender.


Page 15 of 191

iii) The Contractor should have sufficient tools and plants to complete this work.

iv) The Contractor should have required bid capacity as defined in Clause 5.7 of this

Section to execute this work.

5.4 All the bidders shall upload the following documents and information duly filled along

with documentary evidence (notarised) to qualify technically as per the forms in Section-

5.

i) Bid Submission Letter (On letter head of the bidding firm) (Form-1)

ii) Power of Attorney for Authorised Signatory of the firm (Form-2)

iii) Average annual financial turnover of the firm during the last three (3) years ending

31.03.2017 along with audited balance sheets/profit & loss account (Form-3).

iv) Experience on similar works executed during the last seven (7) years; and details like

monetary value, clients, proof of satisfactory completion (Form-4).

v) Information regarding projects in current contract commitments/work in progress

(Form-5).

vi) List of major item of construction equipments proposed to carry out the contract

(Form-6).

vii) Personnel / Staff proposed for the project (Form-7)

viii) Claims/ current litigation/Arbitration if any(Form-8)

ix) Proposed site organisation (Form-9)

x) The proposed methodology and program of construction, backed with equipment

planning and deployment, duly supported with broad calculations and quality control

procedures proposed to be adopted, justifying their capability of execution and

completion of the work as per technical specifications within the stipulated period of

completion (Form-10).

xi) Bid Security / EMD (Form-11). The scanned copy of DD/Banker Cheque and Bank

Guarantee are to be uploaded.

xii) Performance Security Deposit (Bank Guarantee) (Form-12)- Draft.

xiii) Form of Contract Agreement (Form-13)-Draft.

xiv) Scanned copy of the Demand Draft towards document fee shall be uploaded.


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5.5 Sub-Contractors’ experience and resources shall not be taken into account in determining

the bidder’s compliance with the qualifying criteria.

5.6 The Applicant should provide accurate information on any litigation or arbitration

resulting from contracts completed or under execution by him over the last five years.

5.7 Bidders who meet the minimum qualification criteria will be qualified only if their

available bid capacity is more than the total bid value. The available bid capacity will be

calculated as under:

Assessed Available Bid capacity = A *N * 2 -B, where

‘N’ = Number of years. (i.e 18/12)prescribed for completion of the subject contract

‘A’ = maximum value of similar works executed in any one year during last seven years

(at current price level).

‘B’ = value at current price level of existing commitments and ongoing works to be

completed in the next ‘N’ years.

For bringing value of works to current level, multiplying factors are indicated below:-

Current Multiplying Factor

FY (2016-17) 1.00

FY (2015-16) 1.10

FY (2014-15) 1.21

FY (2013-14) 1.33

FY (2012-13) 1.46

FY (2011-12) 1.61

FY (2010-11) 1.77

The application will indicate actual figures of costs and amounts without accounting for

the above mentioned factors.

The Bidder shall furnish statements showing the value of existing commitments and on-

going works as well as the stipulated period of completion remaining for each of the

works preferably countersigned by the Engineer/Nodal Officer or his nominee-in-charge.


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5.8 Even though the bidders meet the above qualifying criteria, they are subject to be

disqualified if they have:

- made misleading or false representations in the forms, statements and attachments

submitted in proof of the qualification requirements; and/or

- Record of poor performance such as abandoning the works, not properly completing

the contract, inordinate delays in completion, litigation history, or financial failures

etc., and/or

5.9 The bidders should submit the following documents to employer during submission of

tender document.

(i) Documentary evidence for having valid PAN/GST details as under:

a) PAN No. _____________________

b) GST No._______________________

(ii) Documentary evidence for having valid ESI/EPF details as under:

a) ESI No. ______________________

b) EPF No. _____________________

6. One Bid per Bidder

6.1 Each bidder shall submit only one bid for the tender. A bidder who submits or

participates in more than one Bid (other than as a subcontractor or in cases of

alternatives that have been permitted or requested) will cause all the proposals

with the Bidder’s participation to be disqualified.

6.2 Joint Venture. – No joint Venture allowed in this contract.

7. Cost of Bidding

The bidder shall bear all costs associated with the preparation and submission of his Bid,

and the Employer will in no case be responsible and liable for those costs.

8. Site Visit

8.1 The bidder is advised to visit and inspect the site of works and its surroundings and obtain

for himself on his own responsibility all information that may be necessary for preparing

the tender and entering into a contract for the execution of the works. The costs of visiting


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the site shall be borne by the bidder. Permission, if required, to visit the site, will be given

during the tender period on application to:

The General Manager (Operations)


Vallur post,

Chennai -600120.

Telephone: 044 -27950030-39

Fax: 044 - 27950002

8.2 The bidder and any of his personnel or agents will be granted permission by the Engineer

to enter upon his premises and lands for the purpose of such inspection, but only upon the

express condition that the bidder, his personnel and agents, will release and indemnify the

Engineer or his representatives from and against all liability in respect of such inspection

and will also be responsible for death or personal injury, loss or damage to property and

any other loss, damage, costs and expenses incurred as a result of the inspection.

8.3 It is the responsibility of bidders to visit the site as set out in the Clause 8.1 above and

obtain all information necessary for the purpose of preparing Tenders. Bidders must

inspect and fully satisfy themselves as to:

• The requirements and extent of the Works.

• The means of access to the Site.

• The topographical features of the Site which may affect the tender.

B. BIDDING DOCUMENTS

9. Content of Bidding Documents

9.1 The tender documents contain the schedules stated below, and should be read in

conjunction with any Addenda/ Amendments issued in accordance with Clause 11:

SECTION Invitation for Bids (NIT)

1 Instructions to Tenderers (ITT)

2 Conditions of Contract

3 General Description of works and other conditions

4 Technical specifications

5 Forms

6 Drawings

7 Bills of Quantities


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9.2 The bidding documents can be downloaded from KPL website/e-procure.gov.in.by

the bidder.

9.3 The bidder is expected to examine carefully all instructions, conditions of contract,

general description of work and other conditions, technical specifications, drawings,

forms, bill of quantities, and annexure in the bid document. Failure to comply with

the requirements of the bid document shall be at the bidder’s own risk. Pursuant to

Clause 25 hereof, bids which are not substantially responsive to the requirements of

the bid documents shall be rejected.

10. Clarification of the Bidding Documents

10.1 Pre-bid meeting

10.1.1 The bidder or his official representative who have downloaded the bid document from

KPL website/ e-procure.gov.in. and interest to participate is invited to attend a pre-bid

meeting which will take place on dt 08.01.2018 @ 11.30 hrs. at KPL Port office.


Vallur post,

Chennai -600120.

10.1.2 The purpose of the meeting will be to clarify issues and to answer questions on any

matter related to this tender that may be raised at that stage.

10.1.3 A Prospective bidder requiring any clarification of the bidding documents may notify

the Employer in writing or by electronic form and be confirmed by hard copy at the

Employer’s address indicated in the invitation to bid. The Employer will respond to any

request for clarification which is received earlier than 7 days prior to the deadline

submission of bid. The Employer’s response to the clarification will be uploaded in

the KPL website/e-procure.gov.in., including a description of the enquiry but without

identifying source.

10.1.4 Clarifications including the text of the question raised through letter and the responses

given will be transmitted without delay to the concerned bidders and uploaded in the

KPL website/ e-procure.gov.in. Any modification of the bidding documents listed in

Sub-Clause 9.1 which may become necessary as a result of the pre-bid meeting shall


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be made by the Employer exclusively through the issue of an Addendum pursuant to

Clause-11. Non-attendance at the pre-bid meeting will not be a cause for

disqualification of bidder.

It is to be noted that no queries, clarifications will be received after the period

stipulated above.

11. Amendment of Bidding Documents

11.1 Before the deadline for submission of bids, the Employer may modify the bidding

documents by using addenda.

11.2 Any addendum / corrigendum thus issued shall be part of the bidding documents and

shall be published in the websites.

11.3 To give prospective bidders reasonable time in which to take an addendum into

account in preparing their bids, the Employer shall extend as necessary the deadline

for submission of bids, in accordance with Sub-Clause 20.2 below.

C. PREPARATION OF BIDS

12. Language of the Bid

12.1 The bid, and all correspondence and documents related to the bid exchanged by the

bidder and the Employer shall be written in the English language. Supporting documents

and printed literature furnished by the bidder may be in another language provided they

are accompanied by an authenticated translation of the relevant passages in the above

stated language, in which case, for purposes of interpretation of the bid, the English

translation shall prevail.

13. Documents comprising the Bid

13.1 The bid submitted by the bidder shall comprise the following:

A) Technical Bid

(i) The documents stated in the Clause 9.1 including the addition if any.

(ii) Qualification Information Form and Document (pursuant to Clause 5 hereof) and

any other materials required to be furnished and submitted by the bidder in

accordance with these instructions. The documents listed under the Clause 5.4


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and as per the forms in Section 5 shall be filled in without exception and

uploaded through e-Procurement on website: e-procure.gov.in.

B) Financial Bid

Price should be quoted in a spread sheet file (.xls format) available in e-procurement

Portal only. Any indication of ‘Quoted price’ in the online technical bid documents shall

lead to rejection of the bid outright.

For evaluation purpose the uploaded offer documents will be treated as authentic and

final. No hard copy shall be submitted for reference purpose. The financial bid submitted

through e-procurement mode only will be taken up for the purpose for evaluation.

The quoted rate in e-portal is as per the terms and conditions specified in the tender

during finalization of L1,L2,L3… Tenderes quoted rate for the sum of

BOQ1+BOQ2+BOQ3+BOQ4+BOQ5+APPLICABLE GST shall be considered for

ascertaining the L1, L2,L3…etc.position, however during payment to the successful

tenderer (Contractor) quoted rate plus Applicable GST at the time of payment only

considered.

14. Bid Prices

14.1 The contract shall be for the whole works as described in Clause 1.1 of this Section,

based on the priced Bill of Quantities submitted by the Bidder.

14.2 The Bidder shall fill in rates and prices for all items of the works described in the Bill of

Quantities. Items for which no rate or price is entered by the bidder will not be paid for

by the Employer when executed and shall be deemed to have been covered by the other

rates and prices in the Bill of Quantities.

14.3 All duties, taxes( Other than GST), ESI and other levies payable by the contractor under

this contract, or for any other cause shall be included in the rates, prices and total Bid

Price submitted by the Bidder.

14.4 The rates and prices quoted by the bidder shall be adjusted for increase or decrease in

rates and prices of labour, materials, fuels and lubricants in accordance with price

adjustment in the Clause 47 of Section 2.

15. Currencies of Bid and payment


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15.1 The Unit rates and the prices shall be quoted by the bidder entirely in Indian Rupees.

16. Bid Validity:

16.1 Bids shall remain valid for a period not less than 180 days after the deadline date for bid

submission specified in Clause 20. A bid valid for a shorter period shall be rejected by

the Employer as non-responsive.

16.2 In exceptional circumstances, prior to expiry of the original time limit, the Employer may

request that the bidders may extend the period of validity for a specified additional

period. The request and the bidders’ responses shall be made in writing or by fax. A

bidder agreeing to the request will not be permitted to modify his bid and also shall

submit an extension for EMD, if it is in the form of Bank Guarantee.

17. Bid Security (Earnest Money Deposit – EMD)

A. The Earnest Money Deposit should be reach to Kamarajar Port Limited on or /before

15 00 Hrs on dt 24.01.2018 with cover letter indicating Tender number, Name of work,

otherwise the tenders shall be rejected.

B. The Tenderer shall have to pay the earnest Money Deposit of Rs. 50,62,660/- (Rupees

Fifty lakhs Sixty two thousand six hundred and six only) for which Rs. 20,00,000/-

(Rupees twenty lakhs only) shall be paid by demand draft/Pay Order/Banker’s Cheques in

the name of “Kamarajar Port Limited” from any Nationalized/Scheduled Bank (except

Cooperative Banks) encashable at Chennai and balance amount of 30,62,660/- (Rupees

Thirty lakhs Sixty two thousand six hundred and sixty only) in the form of Bank

Guarantee shall be submitted to KPL in favour of “Kamarajar Port Limited” issued by any

Nationalized/Scheduled Bank (except Cooperative Banks) encashable at Chennai. Bank

Guarantee submitted as Earnest Money shall be valid for 28 days beyond the validity of

the bid. Bank Guarantee shall be verified independently by the Port with the bank before

finalization of technical offer. In the event of lack of confirmation of issue of the Bank

Guarantee by the Bank, the bid shall stands disqualified.

C. EMD of unsuccessful bidders other than L1 and L2 will be refunded/ returned

immediately after ranking of price bids. Earnest Money of L2 will be refunded


Page 23 of 191

immediately after entering in to agreement with L1 and acceptance of Performance

Guarantee from L1.

D. EMD is refunded suo-motto without any application from the bidders.

E. The EMD of the successful bidder will be discharged /refunded after he has signed the

Agreement and furnished the required Performance Security.

F. The EMD may be forfeited, if

a) The Bidder withdraws the Bid after Bid opening during the period of Bid Validity;

or

b) The successful Bidder fails within the specified time limit to

i) Sign the Agreement or

ii) Furnish the required performance security

18. Alternative Proposals by Bidders

18.1 Conditional offer or Alternative offers shall not be considered in the process of tender

evaluation and leads to rejection of Tender.

D. SUBMISSION OF BIDS

19. e-Procurement

Bidders shall submit their bid on online only through e-Procurement Mode. The

documents and information required for fulfilling the eligibility criteria as specified in the

Notice Inviting Tender Clause.

20 Deadline for Submission of Bids

20.1 Bids must be uploaded in the website www.eprocure.gov.in not later than dt 24.01.2018

@ 15 00 Hours.

20.2 The employer may extend the deadline for submission of the bid by issuing an

amendment in accordance with Clause 11, in which case all rights and obligations of

the employer and the bidders previously subject to the original deadline will then be

subject to the new deadline.

20.3 The bid document being downloaded from web site and uploaded through e-Tender

website www.eprocure.gov.in, the bidder shall give an undertaking that no change




Page 24 of 191

have been made in document.

21. Modification and Withdrawal of Bids

21.1 The bidders may modify, substitute or withdraw their tender after submission by giving

notice in writing before the deadline prescribed in Clause 20 through e-Procurement

Mode.

21.2 No bid shall be modified after the deadline for submission of bids.

E. BID OPENING AND EVALUATION

22. Bid Opening

22.1 On the due date and appointed time as specified in Clause 20, the Employer will first

open Technical bids in e- Procurement Mode including modifications made pursuant to

Clause 21 in presence of the Bidders or their representatives who choose to attend the bid

opening. In the event of, the specified date for bid opening declared a holiday by the

Employer; the bids will be opened at the appointed time and location on the next working

day. The bid will be opened at Kamarajar Port Limited, Vallur Post, Chennai-600 120.

23. Process to be Confidential

Information relating to the examination, clarification, evaluation and comparison of bids

and recommendations for the award of a Contract shall not be disclosed to bidders or any

other persons not officially concerned with such process until the award to the successful

bidder has been announced.

24. Clarification of Bids

24.1 To assist in the examination, evaluation and comparison Bids, the Employer may, at his

discretion, ask any bidder for clarification of his Bid, including breakup of unit rates. The

request for clarification and the response shall be in writing or by fax, but no change in

the price or substance of the Bid shall be sought, offered, or permitted except as required

to confirm the correction of arithmetic errors discovered by the Employer in the

evaluation of the Bids.

Subject to Sub-Clause 24.1, no bidder shall contact the Employer on any matter relating

to his bid from the time of the bid opening to the time the contract is awarded. If the

Bidder wishes to bring additional information to the notice of the Employer, he should do


Page 25 of 191

so in writing.

Any effort by the Bidder to influence the Employer’s bid evaluation, bid comparison, or

contract award decisions, may result in the rejection of his bid.

25. Examination of Technical Bids and Determination of Responsiveness of Technical

Bid

25.1 Prior to evaluation of Technical Bids, the Employer will determine whether each bid (a)

meets the eligibility criteria defined in the Clause 5. (b) has been properly signed by an

authorized signatory (accredited representative) holding Power of Attorney in his favour.

The Power of Attorney shall interalia include a provision to bind the bidder to settlement

of disputes Clause; (c) is submitted with the required Bid Security and; (d) is responsive

to requirements of the bidding documents.

25.2 A substantially responsive technical and financial Bid is one which conforms to all the

terms, conditions and specification of the Bidding documents, without material deviation

or reservation. A material deviation or reservation is one (a) which affects in any

substantial way the scope, quality or performance of the Works; (b) which limits in any

substantial way; the Employers’ rights or the Bidder’s obligations under the contract; or

(c) whose rectification would affect unfairly the competitive position of other Bidders

presenting responsive Bids.

26. Evaluation and Comparison of Financial Bids

26.1 The Employer will evaluate and compare only the Bids determined to be responsive in

accordance with Clause 25.

26.2 If the Bid of the successful Bidder is seriously unbalanced in relation to the Employer

estimate of the cost of work to be performed under the contract, the Employer may

require the Bidder to produce detailed price analysis for any or all items of the Bill of

Quantities, to demonstrate the internal consistency of those price with the

implementation/construction methods and schedule proposed.

F. AWARD OF CONTRACT

27. Award Criteria

27.1 Subject to Clause 28, the Employer will award the Contract to the Bidder whose Bid has


Page 26 of 191

been determined to be responsive to Bidding documents and who has offered the lowest

evaluated Bid Price, provided that such Bidder has been determined to be (a) eligible in

accordance with the provisions of Clause 4, and (b) qualified in accordance with the

provisions of Clause 5 and pursuant to Clause 26.The second bidder (i.e. L2 ) shall be

kept in reserve and may be invited to match with the bid submitted by the (L1) bidder, in

case, such bidder(s) withdraws or is not selected for any reason.

28. Employer’s Right to accept any Bid and Reject any or All Bids

Notwithstanding Clause 27 above, the Employer reserves the right to accept or reject any

bid and to cancel the bidding process and reject all bids, at any time prior to award of

Contract, without thereby incurring any liability to the affected bidders on the grounds for

the Employer’s action.

29. Notification of Award and Signing of Agreement

29.1 The Bidder who’s Bid has been accepted will be notified of the award by the Employer

prior to expiration of the Bid validity period by fax or confirmed by registered letter. This

letter (herein after and in Conditions of Contract called the “Letter of Acceptance”) will

state the sum that the Employer will pay the Contractor in consideration of the Execution,

completion and maintenance of the Work by the Contractor as prescribed by the Contract

(herein after and in the Contract called the “Contract Price”)

29.2 The notification of award will constitute the formation of the contract, subject only to the

furnishing of a performance security in accordance with the provisions of Clause 30.

29.3. The notification of award will be cancelled if the preferred bidder failed to furnish the

performance security and sign the Agreement; the Employer reserves the Right to take

further action on the Bid

29.4 The Agreement will incorporate all correspondence between the Employer and the

successful Bidder. It will be signed by the Employer and the successful Bidder within

stipulated period, following the notification of award. Within 21 days of receipt of this

letter, the successful Bidder will furnish the performance security and sign the Agreement

with the Employer.

29.5 All costs, charges and expenses including stamp duty in connection with the contract as


Page 27 of 191

well as preparation and completion of agreement shall be borne by the contractor. Until

such contract agreement is executed, this tender downloaded by the bidder including

additional together with the written acceptance shall form a binding contract between the

KPL and the Contractor and shall be the contract. The successful bidder shall sign all the

pages of the downloaded documents and return to employer for their sign and its Form of

Contract Agreement.

29.6 Upon furnishing the Performance Security and entered the contract Agreement with

employer by the successful Bidder, the Employer will promptly refund/release the Bid

security of L1 and L2.

30. Performance Security deposit

It consists of two parts, a) Performance Guarantee to be submitted at the time of award of

work and b) Security Deposit to be recovered from Running Bills. This two parts should be

10% of Contract price

30.1 Performance Guarantee: 5% of contract price should be submitted as Bank Guarantee

from any Nationalized Bank (except Cooperative Banks) encashable at Chennai, or Demand

Draft within (21 days in case of domestics bid and within 28 days in case of global bids) of

receipt of letter of acceptance.

30.2 Security Deposit: A sum @ 10% of the gross amount of the bill shall be deducted from each

running bill of the contractor till the sum along with the sum already deposited as earnest

Money amounts to Security Deposit @ 5% of the Contract Price. Recovery of 5% of

Security Deposit is to commence from the first bill onwards @ 10 % of bill value from each

bill. Security Deposit is refunded within 14 days from the date of payment of final bill.

Performance Guarantee to be refunded immediately not later than 14 days of completion of

defect liability period pursuant to clause 51.3 of section 2.

30.3 Failure of the successful bidder to comply with the requirements of Clause 30.1 shall

constitute sufficient grounds for cancellation of the award and forfeiture of the Bid

Security.

31. Advance Payment

KPL shall not pay any Advances to the contractor.

32. Conciliator


Page 28 of 191

The Employer proposes that CIDC-SIDC Arbitration Centre be appointed as Conciliator

under the Contract as provided in Clause 25.3 of Section 2 of condition of contract. If the

bidder disagrees with this proposal, the bidder should so state in the bid.

33. Corrupt or Fraudulent Practices:

33.1 The Employer requires that Bidders/Suppliers/Contractors under this contract, observe

the highest standard of ethics during the procurement and execution of this contract. In

pursuance of this policy, the Employer:

(a) defines, for the purpose of these provisions, the terms set forth below as follows:

i. “corrupt practice” means the offering, giving, receiving, or soliciting of anything

of value to influence the action of a public official in the procurement process or

in contract execution; and

ii. “fraudulent practice” means a misrepresentation of facts in order to influence a

procurement process or the execution of a contract to the detriment of the

Employer, and includes collusive practice among bidders (prior to or after bid

submission) designed to establish bid prices at artificial non-competitive levels

and to deprive the Employer of the benefits of free and open competition.

(b) will reject a proposal for award of work if the employer determines that the Bidder

recommended for award has engaged in corrupt or fraudulent practices in competing

for the contract in question.

(c) will declare a Bidder ineligible, either indefinitely or for a stated period of time, to be

awarded a contract/contracts if he at any time determines that the Bidder has engaged

in corrupt or fraudulent practices in competing for, or in executing the contract.

33.2 Furthermore, bidder shall be aware of the provisions stated in Sub Clause 58.2 of the

Conditions of Contract.

34. INTEGRITY PACT

The integrity pact available in the tender document is an integral part of this tender document

and all bidders have to execute the same and upload during bid submission. In case a bidder

do not execute the integrity pact, his bid shall be liable for rejection. The names of the IEM’s


Page 29 of 191

(Independent external Monitors) are given below:

Name Phone Numbers e-mail id

Shri Velayutham

Venkatachalam, IAS., (Retd)

House No:92

Ramnagar North Extension,

6th Main Road, Velachery,

Chennai – 600 042.

044 – 22592455

8939663600

[email protected]

Er.T.Govindarajan

Former Chief Engineer, PWD,

No. 4, Saibaba Nagar

Kovai Pudhur

Coimbatore – 641042.

09443380092 [email protected]

*********

mailto:[email protected]

mailto:[email protected]


Page 30 of 191

SECTION - 2

CONDITIONS

OF CONTRACT


Page 31 of 191

SECTION – 2 – CONDITIONS OF CONTRACT

Clause

No. Content of Clause Page No.

PART - I - GENERAL CONDITIONS OF CONTRACT

1.0 Definitions 34

2.0 Interpretation 37

3.0 Language and Law 37

4.0 Engineer In charge or his Engineer In charge’ representative's Decisions 37

5.0 Delegation 37

6.0 Communications 38

7.0 Joint Venture 38

8.0 Sub Contracting 38

9.0 Personnel 39

9.3 Employment of Technical Staff 39

10.0 Employer’s and Contractor’s Risks 40

11.0 Employer’s Risks 40

12.0 Contractor’s Risks 41

13.0 Insurance 41

14.0 Site Investigation Reports 42

15.0 Queries about the Contract Data 42

16.0 Contractor to Construct the Works 42

17.0 The Works to be completed by the intended completion date 43

18.0 Approval by the Engineer In charge or Engineer In charge’

representative 43

19.0 Safety 43

20.0 Discoveries 43

21.0 Possession of the site 44

22.0 Access to the site 44

23.0 Instructions 44

24.0 Disputes 44

25.0 Settlement of Disputes 44


Page 32 of 191

Clause


25.2 Decision by Conciliator 45

25.3 Arbitration 45

26.0 Replacement of Conciliator 47

27.0 Program 47

28.0 Extension of the Intended Completion Date 48

30.0 Delays Ordered by the Engineer In charge or his Engineer In charge’

representative 48

31.0 Management Meetings 48

32.0 Early Warning 49

33.0 Identifying Defects 49

34.0 Tests 50

35.0 Correction of Defects 50

36.0 Uncorrected defects 50

37.0 Bill of Quantities 50

38.1 Item Rate / percentage Rate Contracts. 50

38.2 Variations 51

38.3 Extra / Substituted Items 51

39.0 Cash flow forecasts 53

40.0 Payment certificates 53

41.0 Payments 54

41.0 a Invocation / Forfeiture of Bank guarantees 55

42.0 Compensation Events 55

43.0 Tax 56

44.0 Currencies 56

45.0 Price Adjustment 56

47.0 Price adjustment / Escalation 59

48.0 Liquidated Damages / Cancellation 63

48.2 Failure and Termination 64

49.0 Incentives or Bonus 65

50.0 Advance Payment 65

51.0 Performance Guarantee & Security Deposit 65


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52.0 Cost of Repairs 66

53.0 Completion 66

54.0 Take Over 66

55.0 Final Account 66

56.0 Operating and Maintenance Manuals 67

57.0 Termination 67

58.0 Payment upon Termination 69

59.0 Property 69

60.0 Release from Performance 69

61.0 Additional Clause 70

61.1 Site Order and Instruction 70

61.2 Notice to Engineer 70

PART-II SPECIAL CONDITIONS OF CONTRACT

1.0 Labour 71

2.0 Compliance with Labour Regulations 71

3.0 Salient features of some major labour laws appliance to establishments

engaged in building and other construction work 72


Page 34 of 191

SECTION - 2

PART I - CONDITIONS OF CONTRACT

1. PART- I GENERAL CONDITIONS OF CONTRACT

A. General

1. Definitions

In the contract (as hereinafter defined) the following words and expressions shall have the

meaning hereby respectively assigned to them except where the context otherwise required

Terms which are defined in the Contract Data are also defined in the Conditions of Contract

but keep their defined meanings. Capital initials are used to identify defined terms.

1.1 "Board" -The Board means the Board of Directors, Kamarajar Port Limited

1.2 "Employer" means Kamarajar Port Limited (KPL)

1.3 “Engineer In charge" means the Officer nominated or appointed by Kamarajar Port

Limited for the work

1.4 "Engineer In charge’s representative" means the officer appointed by Kamarajar Port

Limited in writing who shall direct and supervise and to perform the duties set forth in sub

-Clause 5 hereof and be in-charge of the works.

1.5 The Conciliator is the person appointed jointly by the Employer and the Contractor to

resolve disputes in the first instances as provided for in Clauses 24 and 25. The name of the

Adjudicator is defined in the Contract Data.

1.6 Bill of Quantities means the priced and completed Bill of Quantities forming part of the Bid.

1.7 Compensation Events are those defined in Clause 42 hereunder.

1.8 The Completion Date is the date of completion of the Works as certified by the Engineer In

charge or his Engineer In charge’ representative in accordance with Sub Clause 53.

1.9 The Contract is the contract between the Employer and the Contractor to execute, complete

and maintain the Works. It consists of the documents listed in Clause 2.3 below.

1.10 The Contract Data defines the documents and other information, which comprise the

Contract.


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1.11 The Contractor is a person or corporate body whose Bid to carry out the Works has been

accepted by the Employer.

1.12 The Contractor's Bid is the completed Bidding document submitted by the Contractor to the

Employer.

1.13 The Contract Price is the price stated in the Letter of Acceptance and thereafter as adjusted

in accordance with the provisions of the Contract.

1.14 Days are calendar days; months are calendar months.

1.15 A Defect is any part of the Works not completed in accordance with the Contract.

1.16 The Defects Liability Period is the period named in the Contract Data and calculated from

the Completion Date.

1.17 The Engineer In charge or Engineer In charge’ representative is the person named in the

Contract Data (or any other competent person appointed and notified to the contractor to act

in replacement of the Engineer In charge or his Engineer In charge’ representative) who is

responsible for supervising the Contractor, administering the Contract, certifying payments

due to the Contractor, issuing and valuing Variations to the Contract, awarding extensions of

time, and valuing the Compensation Events.

1.18 Equipment is the Contractor's machinery and vehicles brought temporarily to the Site to

construct the Works.

1.19 The Initial Contract Price is the Contract Price listed in the Employer's Letter of

Acceptance.

1.20 The Intended Completion Date is the date on which it is intended that the Contractor shall

complete the Works. The Intended Completion Date is specified in the Contract Data. The

Intended Completion Date may be revised only by the Engineer In charge or his Engineer In

charge’ representative by issuing an extension of time.

1.21 Materials are all supplies, including consumables, used by the contractor for incorporation in

the Works.


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1.22 Plant is any integral part of the Works which is to have a mechanical, electrical, electronic or

chemical or biological function.

1.23 The Site is the area defined as such in the Contract Data.

1.24 Site Investigation Reports are those, which were included in the Bidding documents and are

factual interpretative reports about the surface and sub-surface conditions at the site.

1.25 Specification means the Specification of the Works included in the Contract and any

modification or addition made or approved by the Engineer In charge or his Engineer In

charge’ representative.

1.26 The Start Date is given in the Contract Data. It is the date when the Contractor shall

commence execution of the works. It does not necessarily coincide with any of the Site

Possession Dates.

1.27 A Subcontractor is a person or corporate body who has a Contract with the Contractor to carry

out a part of the work in the Contract, which includes work on the Site.

1.28 Temporary Works are works designed, constructed, installed, and removed by the Contractor,

which are needed for construction or installation of the Works.

1.29 A Variation is an instruction given by the Engineer In charge or his Engineer In charge’

representative which varies the Works.

1.30 The Works are what the Contract requires the Contractor to construct, install, and turn over to

the Employer, as defined in the Contract Data.

1.31 The Trained Work Person are those employed/ proposed to be employed by the Contractor at

the Project Site, who have participated and are in possession of a valid Competency

Certificate through a programme run under the auspices of a University, State Technical

Board, Ministry of Government of India.


Page 37 of 191

2. Interpretation

2.1 In interpreting these Conditions of Contract, singular also means plural, male also means

female or neuter, and the other way around. Headings have no significance. Words have their

normal meaning under the language of the Contract unless specifically defined. The

Engineer In charge or his Engineer In charge’ representative will provide instructions

clarifying queries about the Conditions of Contract.

2.2 If sectional completion is specified in the Contract Data, references in the Conditions of

Contract to the Works, the Completion Date, and the Intended Completion Date apply to any

Section of the Works (other than references to the Completion Date and Intended

Completion date for the whole of the Works).

2.3 The documents forming the Contract shall be interpreted in the following order of priority:

Instructions to Tenderers (ITT)

Conditions of Contract

General description of works and other conditions

Technical specifications

Forms

Drawings

Bills of Quantities

3. Language and Law

The language of the Contract and the law governing the Contract are stated in the Contract

Data.

4. Engineer In charge or his Engineer In charge’ representative's Decisions

Except where otherwise specifically stated, the Engineer In charge or his Engineer In charge’

representative will decide contractual matters between the Employer and the Contractor in

the role representing the Employer.

5. Delegation

The duties of the Engineer In charge’s Representative are to watch and supervise the works

and to test and examine any materials to be used or workmanship employed in connection


Page 38 of 191

with the works. He shall have no authority to relieve the contractor of any of his duties or

obligations under the contract not except as expressly provided hereunder or elsewhere in

the contract to order any work involving delay or any extra payment by the employer or to

make any variation of or in the works. The Engineer in charge may from time to time in

writing delegate to the Engineer in charge’s representative any of the powers and

authorities vested in the Engineer in charge and shall furnish to the contractor, a copy of all

such written delegations of powers and authorities. Any written instruction or approvals

given by the Engineer's representative to the contractor within the terms of such delegation

(but not otherwise) shall bind the contractor and the employer as though it had been given

by the Engineer in charge, provided as follows.

i. Failure of the Engineer in charge's Representative to disapprove any work or materials

shall not prejudice the power of the Engineer in charge thereafter to disapprove such

work or materials and to order the pulling down or removal or breaking up thereof;

ii. If the contractor shall be dissatisfied by reason of any decision of the Engineer in

charge’s Representative he shall be entitled to refer the matter to the Engineer in

charge who shall thereupon confirm / reverse or vary the contents of such decisions.

The Engineer In charge or Engineer In charge’s representative may delegate any of his duties

and responsibilities to other people except to the Conciliator after notifying the Contractor

and may cancel any delegation after notifying the Contractor.

6. Communications

Communications between parties which are referred to in the conditions are effective only

when in writing. A notice shall be effective only when it is delivered (in terms of Indian

Contract Act 1872).

7. Joint Venture.

Joint Venture not entertained in this contract.

8 Subcontracting

8.1 The Contractor shall not sublet the whole of the works, except where otherwise provided

by the contract. The contractor shall not sublet any part of the works without the prior

written consent of the Engineer (which shall not be unreasonably withheld) and such

consent, if given shall not relieve the contractor of any liability or obligation under the

contract and he shall be responsible for the acts, defaults and neglects of any subcontractor,


Page 39 of 191

his agents, servants or workmen as fully as if they were the acts, defaults or neglects of the

contractor, his agents, servants or workmen, Provided always that the provision of labour

on piece work basis shall not be deemed to be subletting or assignment of benefit or

interest under this clause.

8.2 Other Contractors

The Contractor shall cooperate and share the Site with other contractors, public authorities,

utilities, and the Employer between the dates given in the Schedule of other contractors. The

Contractor shall as referred to in the Contract Data, also provide facilities and services for

them as described in the Schedule. The Employer may modify the schedule of other

contractors and shall notify the contractor of any such modification.

9. Personnel

9.1 The Contractor shall employ the key personnel named in the Schedule of Key Personnel as

referred to in the Contract Data to carry out the functions stated in the Schedule or other

personnel approved by the Engineer In charge or his Engineer In charge’ representative. The

Engineer In charge or his Engineer In charge’ representative will approve any proposed

replacement of key personnel only if their qualifications, abilities, and relevant experience

are substantially equal to or better than those of the personnel listed in the Schedule.

9.2 If the Engineer In charge or his Engineer In charge’ representative asks the Contractor to

remove a person who is a member of the Contractor’s staff or his work force stating the

reasons the Contractor shall ensure that the person leaves the Site within seven days and

has no further connection with the work in the Contract.

9.3 Employment of Technical Staff

The contractor shall employ following technical staff during the execution of this work:

Sl.No Requirement of Technical staff Minimum

Experience

Designation

1 Project Manager with degree in

Civil Engineering – 1 No

10 years Project Manager

2 Graduate Engineer ( Civil ) – 3 Nos 5 years Technical

Representative (Grade I)

3 Graduate Engineer (Civil) – 8 Nos

( or )

Diploma Engineer (Civil) – 8 Nos

1 years

5 years

Technical

Representative (Grade

II)

Notes:

a) ‘Contract period’ indicated, in table above, should not be considered as standard

schedule.


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b) Rate of recovery in case of non compliance shall recovered from the contractor’s

bills at following rates

Sl.No Requirement of Technical staff Minimum

Experience

Rate of recovery

1 Project Manager with degree in

Civil Engineering – 1 No

10 years Rs. 20,000/-p.m

2 Graduate Engineer ( Civil ) – 3 Nos 5 years Rs.15,000/-p.m

3 Graduate Engineer (Civil) – 8 Nos

( or )

Diploma Engineer (Civil) – 8 Nos

1 years

5 years

Rs.10,000/-p.m

The technical staff should be available at site, at all times during the course of execution of work.

He will take instructions from the Engineer as and when required by him.

The decision of the Engineer as to the period for which the required technical staff was not

employed by the contractor and as to the reasonableness of the amount to be deducted on this

account shall be final and binding on the contractor as to the amount and the contractor’s liability

to pay the said amount act.

10. Employer’s and Contractor's Risks

The Employer carries the risks which this Contract states are Employer’s risks, and the

Contractor carries the risks which this Contract states are Contractor’s risks.

11. Employer's Risks

11.1 The Employers risks are

(a) in so far as they directly affect the execution of the Works in the country where the

Permanent Works are to be executed.

(i) War and hostilities (whether war be declared or not), invasion, act of foreign

enemies;

(ii) rebellion, revolution, insurrection, or military or usurped power or civil war;

(iii) ionizing radiations or contamination by radioactivity from any nuclear fuel or from

any nuclear waste, from the combustion of nuclear fuel, radioactive toxic explosive

or other hazardous properties of any explosive nuclear assembly or nuclear

component thereof


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(iv) Pressure waves caused by aircraft or other aerial devices travelling at sonic or

supersonic speeds; and

(v) Riot, commotion or disorder, unless solely restricted to the employees of the

contractor or of his Subcontractors and arising from the conduct of the works;

(vi) Floods, tornadoes, earthquakes and landslides

(b) Loss or damage due to the use or occupation by the Employer of any Section or part of

the Permanent Works, except as may be provided for in the Contract;

(c) loss or damage to the extent that it is due to the design of the Works, other than any part

of the design provided by the Contractor or for which the Contractor is responsible; and

(d) any operation of the forces of nature (in so far as it occurs on the site) which an

experienced contractor;

(i) Could not have reasonably foreseen, or

(ii) Could reasonably have foreseen, but against which he could not reasonably have

taken at least one of the following measures

A. Prevent loss or damage to physical property from occurring by taking

appropriate measures, or

B. insure against

12. Contractor’s Risks

All risks of loss of or damage to physical property and of personal injury and death which

arise during and in consequence of the performance of the Contract other than the excepted

risks are the responsibility of the Contractor.

13. Insurance

13.1 The Contractor shall provide, in the joint names of the Employer and the Contractor,

insurance cover from the Start Date to the end of the Defects Liability Period, in the amounts

and deductibles stated in the Contract Data for the following events which are due to the

Contractor’s risks:

(a) loss of or damage to the Works, Plant and Materials;

(b) loss of or damage to Equipment;


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(c) loss of or damage of property (except the Works, Plant, Materials and

Equipment) in connection with the Contract; and

(d) personal injury or death.

13.2 Policies and certificates for insurance shall be delivered by the Contractor to the Engineer In

charge or his Engineer In charge’ representative for the Engineer In charge or his Engineer In

charge’ representative’s approval before the Start Date. All such insurance shall provide for

compensation to be payable in the types and proportions of currencies required to rectify the

loss or damage incurred.

13.3 If the Contractor does not provide any of the policies and certificates required, the Employer

may effect the insurance which the Contractor should have provided and recover the

premiums the Employer has paid from payments otherwise due to the Contractor or, if no

payment is due, the payment of the premiums shall be a debt due.

13.4 Alterations to the terms of an insurance shall not be made without the approval of the

Engineer In charge or his Engineer In charge’ representative.

13.5 Both parties shall comply with any conditions of the insurance policies.

14. Site Investigation Reports

The Contractor, in preparing the Bid shall rely on the Site Investigation Report referred to in

the Contract Data, supplemented by any information available to the Bidder.

15. Queries about the Contract Data

The Engineer In charge or his Engineer In charge’ representative will clarify queries on the

Contract Data.

16. Contractor to Construct the Works

The Contractor shall construct and install the Works in accordance with the Specification and

Drawings.


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17. The works to be completed by the intended completion date

The Contractor may commence execution of the Works on the Start Date and shall carry out

the Works in accordance with the program submitted by the Contractor, as updated with the

approval of the Engineer In charge or his Engineer In charge’ representative, and complete

them by the Intended Completion Date.

18. Approval by the Engineer In charge or Engineer In charge’ representative

18.1 The Contractor shall submit Specifications and Drawings showing the proposed Temporary

Works to the Engineer In charge or his Engineer In charge’ representative, who is to approve

them if they comply with the Specifications and Drawings.

18.2 The Contractor shall be responsible for design of Temporary Works.

18.3 The Engineer In charge or his Engineer In charge’ representative's approval shall not alter

the Contractor's responsibility for design of the Temporary Works.

18.4 No payment will be made for the temporary works required for the proper completion of the

permanent works.

18.5 All Drawings prepared by the Contractor for the execution of the temporary or permanent

Works, are subject to prior approval by the Engineer In charge or his Engineer In charge’

representative before their use.

19. Safety

19.1 The Contractor shall be responsible for the safety of all activities on the Site.

20. Discoveries

20.1 Anything of historical or other interest or of significant value unexpectedly discovered on the

Site is the property of the Employer. The Contractor is to notify the Engineer In charge or his

Engineer In charge’ representative of such discoveries and carry out the Engineer In charge

or his Engineer In charge’ representative's instructions for dealing with them.


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21. Possession of the Site

21.1 The Employer shall give possession of all parts of the Site to the Contractor free from

encumbrances. If possession of a part is not given by the date stated in the Contract Data the

Employer is deemed to have delayed the start of the relevant activities and this will be

Compensation Event.

22. Access to the Site

22.1 The Contractor shall allow the Engineer In charge or his Engineer In charge’ representative

and any person authorized by the Engineer In charge or his Engineer In charge’

representative access to the Site, to any place where work in connection with the Contract is

being carried out or is intended to be carried out and to any place where materials or plant are

being manufactured, fabricated / assembled for the works.

23. Instructions

23.1 The Contractor shall carry out all instructions of the Engineer In charge or his Engineer In

charge’ representative, which comply with the applicable laws where the Site is located.

24. Disputes

24.1 If the Contractor believes that a decision taken by the Engineer In charge or his Engineer In

charge’ representative was either outside the authority given to the Engineer In charge or his

Engineer In charge’ representative by the Contract or that the decision was wrongly taken,

the decision shall be referred to the conciliator within 28 days of the notification of the

Engineer In charge or his Engineer In charge’ representative's decision.

25. Settlement of Disputes

25.1 If a dispute of any kind whatsoever arises between the Employer and the Contractor in

connection with, or arising out of, the Contract or the execution of the Works, whether

during the execution of the Works or after their completion and whether before or after

repudiation or other termination of the Contract, including any disagreement by either party

with any action, inaction, opinion, instruction, determination, certificate or valuation of the

Engineer In charge or his Engineer In charge’ representative, the matter in dispute shall, in

the first place be referred to the Disputes Review Board [DRB] in case of contracts valuing


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more than Rs.5 Crores and above, and for contracts valuing less than Rs. 5 crores, the

dispute will firstly be settled by the Conciliator, failing which any party may invoke

arbitration clause.

Unless the Contract has already been repudiated or terminated or frustrated, the Contractor

shall in every case, continue to proceed with the Works with all due diligence and the

Contractor and Employer shall give effect forthwith to every such decision of the Engineer

In charge or his Engineer In charge’ representative unless and until the same shall be revised,

as hereinafter provided, by the Conciliator or in a Dispute Review Board

Recommendation/Arbitral Award.

25.2 Decision by Conciliator

(i) The Conciliator shall give a decision in writing within 28 days of receipt of a

notification of a dispute.

(ii) Conciliator shall be paid daily at the rate specified in the Contract Data together with

reimbursable expenses of the types specified in the Contract Data and the cost shall be

divided equally between the Employer and the Contractor, whatever decision is

reached by the Conciliator. Either party may refer a decision of the conciliator within

28 days of the conciliator’s written decision. If neither party refers the disputes to

arbitration within 28 days, the Conciliator’s decision will be final and binding.

25.3 Arbitration

Any dispute in respect of contracts where party is dissatisfied by the conciliator’s decision

shall be decided by arbitration as ser forth below:

(i) A dispute with Dispute Review Expert shall be finally settled by arbitration in

accordance with the Indian Arbitration and Conciliation Act, 1996, or any statutory

amendment thereof. The arbitral tribunal shall consists of 3 arbitrators, one each to be

appointed by the Employer and the Contractor, and the third to be appointed by the

mutual consent of both the arbitrator, failing which by making a reference CIDC –

SIAC Arbitration Centre from their panel.


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(ii) Neither party shall be limited in the proceedings before such arbitrators to the evidence

or arguments already put before the Engineer In charge or his Engineer In charge’

representative or the Board, as the case may be, forth purpose of obtaining said

recommendations/decision. No such recommendation/decision shall disqualify the

Engineer In charge or his Engineer In charge’ representative or any of the members of

the Board, as the case may be, from being called as a witness and giving evidence before

the arbitrators or any matter whatsoever relevant to the dispute.

(iii) The reference to arbitration shall proceed notwithstanding that the works shall not then

be or be alleged to be complete, provided always that the obligations of the Employer,

the Engineer In charge or his Engineer In charge’ representative and the Contractor shall

not be altered by reason of the arbitration being conducted during the progress of the

works. Neither party shall be entitled to suspend the works to which the dispute relates,

and payment to the contractor shall be continued to be made as provided by the contract.

(iv) If one of the parties fails to appoint its arbitrators in pursuance of Sub-Clause (i), within

14days after receipt of the notice of the appointment of its arbitrator by the other party,

then Chairman of the nominated institution shall appoint arbitrator within 14 days of the

receipt of the request by the nominated institution. A certified copy of the Chairman’s

order, making such an appointment shall be furnished to both the parties.

(v) Arbitration proceedings shall be held at Chennai, Tamil Nadu, India, and the language

of the arbitration proceedings and that of all documents and communications between

the parties shall be ‘English’.

(vi) The decision of the majority of the arbitrators shall be final and binding upon both

parties. The expenses of the arbitrators as determined by the arbitrators shall be shared

equally by the Employer and the Contractor. However, the expenses incurred by each

party in connection with the preparation, presentation, etc. Of its case prior to, during

and after the arbitration proceedings shall be borne by each party itself.

(vii) All arbitration awards shall be in writing and shall state the reasons forth award.


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(viii) Performance under the contract shall continue during the arbitration proceedings

and payments due to the Contractor by the Employer shall not be withheld, unless they

are subject matter of the arbitration proceedings.

26. Replacement of Conciliator.

26.1 Should the Conciliator resign or die, or should the Employer and the contractor agree that

the conciliator is not fulfilling his functions in accordance with the provisions of the contract;

a new conciliator will be jointly appointed by the Employer and the Contractor. In case of

disagreement between the Employer and the Contractor, within 30 days the Conciliator shall

be appointed by the Appointing authority designated in the contract data at the request of

either party within 14 days of receipt of such request.

B. Time Control

27. Program

27.1 Within the time stated in the Contract Data the Contractor shall submit to the Engineer In

charge or his Engineer In charge’ representative for approval a Program showing the general

methods, arrangements, order, and timing for all the activities in the Works along with

monthly cash flow forecast.

27.2 An update of the Program shall be a program showing the actual progress achieved on each

activity and the effect of the progress achieved on the timing of the remaining work

including any changes to the sequence of the activities.

27.3 The Contractor shall submit to the Engineer In charge or his Engineer In charge’

representative, for approval, an updated Program at intervals no longer than the period stated

in the Contract Data. If the Contractor does not submit an updated Program within this

period, the Engineer In charge or his Engineer In charge’ representative may withhold the

amount stated in the Contract Data from the next payment certificate and continue to

withhold this amount until the next payment after the date on which the overdue Program has

been submitted.


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27.4 The Engineer In charge or his Engineer In charge’ representative’s approval of the Program

shall not alter the Contractor's obligations. The Contractor may revise the Program and

submit it to the Engineer In charge or his Engineer In charge’ representative again at any

time. A revised Program is to show the effect of Variations and Compensation Events.

28. Extension of the Intended Completion Date

28.1 The Engineer In charge or his Engineer In charge’ representative shall extend the Intended

Completion Date if a Compensation Event occurs or a Variation is issued which makes it

impossible for Completion to be achieved by the Intended Completion Date without the

Contractor taking steps to accelerate the remaining work and which would cause the

Contractor to incur additional cost.

28.2 The Engineer In charge or his Engineer In charge’ representative shall decide whether and by

how much to extend the Intended Completion Date within 21 days of the Contractor asking

the Engineer In charge or his Engineer In charge’ representative for a decision upon the

effect of a Compensation Event or Variation and submitting full supporting information. If

the Contractor has failed to give early warning of a delay or has failed to cooperate in dealing

with a delay, the delay by this failure shall not be considered in assessing the new Intended

Completion Date.

29. The Early Warning provisions shall be as per Clause 32.

30. Delays Ordered by the Engineer In charge or his Engineer In charge’ representative

The Engineer In charge or his Engineer In charge’ representative may instruct the Contractor

to delay the start or progress of any activity within the Works.

31. Management Meetings

31.1 Either the Engineer In charge or his Engineer In charge’ representative or the Contractor may

require the other to attend a management meeting. The business of a management meeting

shall be to review the plans for remaining work and to deal with matters raised in accordance

with the early warning procedure.


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31.2 The Engineer In charge or his Engineer In charge’ representative shall record the business of

management meetings and is to provide copies of his record to those attending the meeting

and to the Employer. The responsibility of the parties for actions to be taken is to be decided

by the Engineer In charge or his Engineer In charge’ representative either at the management

meeting or after the management meeting and stated in writing to all who attended the

meeting.

32. Early Warning

32.1 The Contractor is to warn the Engineer In charge or his Engineer In charge’ representative at

the earliest opportunity of specific likely future events or circumstances that may adversely

affect the quality of the work, increase the Contract Price or delay the execution of works.

The Engineer In charge or his Engineer In charge’ representative may require the Contractor

to provide an estimate of the expected effect of the future event or circumstance on the

Contract Price and Completion Date. The estimate is to be provided by the Contractor as

soon as reasonably possible.

32.2 The Contractor shall cooperate with the Engineer In charge or his Engineer In charge’

representative in making and considering proposals for how the effect of such an event or

circumstance can be avoided or reduced by anyone involved in the work and in carrying out

any resulting instruction of the Engineer In charge or his Engineer In charge’ representative.

32.3 The defect Liability period for the contract shall be 12 months from the date of issue of

completion certificate.

C. Quality Control

33. Identifying Defects

The Engineer In charge or his Engineer In charge’ representative shall check the Contractor's

work and notify the Contractor of any Defects that are found. Such checking shall not affect

the Contractor's responsibilities. The Engineer In charge or his Engineer In charge’

representative may instruct the Contractor to search for a Defect and to uncover and test any

work that the Engineer In charge or his Engineer In charge’ representative considers may

have a Defect.


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34. Tests

If the Engineer In charge or his Engineer In charge’ representative instructs the Contractor to

carry out a test not specified in the Specification to check whether any work has a Defect and

the test shows that it does, the Contractor shall pay for the test and any samples. If there is no

Defect the test shall be a Compensation Event.

35. Correction of Defects

35.1 The Engineer In charge or his Engineer In charge’ representative shall give notice to the

Contractor of any Defects before the end of the Defects Liability Period, which begins at

Completion and is defined in the Contract Data. The Defects Liability Period shall be

extended for as long as Defects remain to be corrected.

35.2 Every time notice of a Defect is given, the Contractor shall correct the notified Defect within

the length of time specified by the Engineer In charge or his Engineer In charge’

representative’s notice.

36. Uncorrected Defects

If the Contractor has not corrected a Defect within the time specified in the Engineer In

charge or his Engineer In charge’ representative’s notice, the Engineer In charge or his

Engineer In charge’ representative will assess the cost of having the Defect corrected, and

the Contractor will pay this amount.

D. Cost Control

37. Bill of Quantities

37.1 The Bill of Quantities shall contain items for the construction, installation, testing and

commissioning work to be done by the Contractor.

37.2 The Bill of Quantities is used to calculate the Contract Price. The Contractor is paid for the

quantity of the work done at the rate in the Bill of Quantities for each item.

38. Change Orders

38.1 Item Rate Contracts.

The following procedures will be adopted in the finalization of rates for Variation, Extra and


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Substituted items.

38.2 Variations

i. Variation means variation in quantities of items, i.e. where there is increase or decrease in

the quantities of items of work in the agreement. In other words, the nomenclature

remains the same but the quantities vary with those provided in the agreement.

ii. Variation beyond ± 10% of the stipulated quantities of individual items in the contract

shall require the approval of Competent Authority.

iii. The rates payable for the variations up to 25% in respect of individual items in the

contract shall be as per the contract rates.

iv. The rates payable for variations in quantities in excess of 25% in respect of individual

items shall be worked out at market rates prevailing at the time of commencement of

execution of these items.

38.3 Extra /Substituted Items

i. Extra items of work are items, which are completely new and in addition to the items in

the contract.

ii. Substituted items are items which are taken up in lieu of those already provided in the

contract.

iii. The powers to accord Technical sanction for extra and substituted items shall be as per

DOP. The officers while exercising these powers shall obtain the Administrative approval

from the Competent Authority as per DoP. Where the excess is due to substituted items, the

algebraic difference between the agreement and substituted item shall only be considered

for the excess amount.

iv. The rates for such additional, altered or substituted work under this clause shall be

worked out in accordance with the following provisions in their respective order:

i. If the rates for the additional, altered or substituted work are specified in the

contract for the work, the contractor is bound to carry out the additional, altered or

substituted work at the same rates as are specified in the contract for the work.


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ii. If the rates for the additional altered or substituted work are not specifically

provided in the contract for the work, the rates will be derived from the rates for a

similar class of work as are specified in the contract for the work.

iii. If the altered, additional or substituted work includes any work for which no rate

is specified in the contract for the work and which cannot be derived from the

similar class of work in the contract, then such work shall, be carried out at the

rates entered by the department taking into account the Port's rates on which the

estimated value of work put to Tender was worked out, with minus / plus

percentage which the total tendered amount bears to the estimated cost of the

entire work put to tender.

iv. If the rates for altered, additional or substituted work cannot be determined in the manner

specified in the sub-clauses (i) to (iii) above, then the rates / for such work shall be

worked out on the basis of the rates of the Port specified above, minus/ plus the

percentage which the total tendered amounts bears to the estimated cost of the entire work

put to tender provided always that if the rate for a particular part or parts of the item is not

in the Port rate, the rate for such part or parts will be determined by the Engineer/

Engineer representative’s on the basis of the prevailing market rates when the work was

done.

v. If the rates for the altered, additional of substituted work cannot be determined in the

manner specified in the sub-clause (i) to (iv) above, then the contractor shall within 7

days of the date of receipt of order to carry out the work, inform the Engineer of the rate

which is his intention to charge for such class of work, supported by the analysis of the

rate or rates claimed and the Engineer shall determine the rate or rates, on the basis of the

prevailing market rates and pay the contractor accordingly. However, the Engineer by

notice in writing, will be at liberty to cancel his order to carry out such class of work and

arrange to carry it out in such manner as he may consider advisable, but under no

circumstances, the contractor shall suspend the work on the plea of non-settlement of

rates of items falling under the clause. In the event of any disagreement, the Engineer

shall fix such rate or price as shall in his opinion be reasonable and proper having regard

to the circumstances and such decision of the Engineer shall be final.


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38.4 Variation permitted shall not exceed + 25% in quantity of each individual item, and

+10% of the total contract price. Within 14 days of the date of instruction for executing

varied work, extra work or substitution, and before the commencement of such work,

notice shall be given either (a) by the contractor to the Employer of his intention to claim

extra payment or a varied rate or price, or (b) by the Employer to the contractor of his

intention to vary rate or price.

v. For substituted items, the agreement rate of the original item will be adjusted for the

difference in market rates (prevailing at the time of commencement of execution of these

items) of original and substituted items.

39. Cash flow forecasts

When the Program is updated, the Contractor is to provide the Engineer In charge or his

Engineer In charge’ representative with an updated cash flow forecast.

40. Payment Certificates

40.1 The Contractor shall submit to the Engineer In charge or Engineer In charge’ representative

monthly statements of the estimated value of the work completed less the cumulative amount

certified previously.

40.2 The Engineer In charge or Engineer In charge’ representative shall check the Contractor's

monthly statement within 14 days and certify the amount to be paid to the Contractor after

taking into account any credit or debit for the month in question in respect of materials for

the works in the relevant amounts.

40.3 The value of work executed shall be determined by the Engineer In charge or Engineer In

charge’ representative.

40.4 The value of work executed shall comprise the value of the quantities of the items in the Bill

of Quantities completed.

40.5 The value of work executed shall include the valuation of Variations and Compensation

Events.


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40.6 The Engineer In charge or Engineer In charge’ representative may exclude any item certified

in a previous certificate or reduce the proportion of any item previously certified in any

certificate in the light of later information.

41. Payments

41.1 Bills shall be prepared and submitted by the Contractor. Joint measurements shall be taken

continuously and need not be connected with billing stage. System of 3 copies of

measurements, one each for Contractor, Engineer In charge, Engineer In Charge’

Representative and signed by both Contractor and Engineer In charge’ Representative shall

be followed.

41.2.1 60% of the amounts certified by the Engineer In charge or his Engineer In charge’

representative shall be paid by the employer within 10 days of submission of the bill.

Balance 40% of the amount of the verified bill should be paid within 30 days of the

submission of the bill subject to certification by Engineer In charge and enclosure of

supporting documents.

41.2.2 Payment for Concreting Items: 100% Payment for concreting items shall be made to the

contractor after fulfillment of cube test results after 28 days as per IS 456.

41.3 Contractor shall submit final Bill within 60 days of issue of defects liability certificate.

Client’s Engineer In charge or his Engineer In charge’ representative shall check the bill

within 60 days after its receipt and return the Bill to Contractor for corrections, if any 50% of

the undisputed amount shall be paid to the contractor at the stage of returning the bill.

41.4 The contractor should re-submit the bill, with corrections within 30 days of its return by the

Engineer In charge or his Engineer In charge’ representative. The resubmitted bill shall be

checked and paid within 60 days of its receipt.

41.5 If an amount certified is increased in a later certificate as a result of award by the Conciliator

or an Arbitrator, the Contractor shall not be paid interest upon the delayed payment as set out

in this clause. Interest shall be calculated from the date upon which the increased amount

would have been certified in the absence of dispute.


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41.6 Items of the Works for which no rate or price has been entered in will not be paid for by the

Employer and shall be deemed covered by other rates and prices in the Contract.

41.7 While preparing the first bill of contractual payment the contractor should submit the

following:

a) Proof of labour license as per contract labor (Regulation & abolition act 1970).

b) An unconditional undertaking from contractor certified by principal employer (or ) his

authorised representative in respect of compliance towards all statutory obligations laid

down by applicable laws as listed under special conditions of contract

c) Proof of EPF & ESI registrations

d) Proof of registration under building and other constructions under act 1996& labour act

1996

41.8 While preparing the subsequent bills, contractor should submit the following.

a) EPF remittance towards contractual employer

b) ESI remittance

c) An undertaking from contractor certified by principal employer (or) his representative in

respect of compliance of all other statutory obligations of contractual labours.

41 (a) Invocation / Forfeiture of Bank guarantees

The various situations of breach of contractor attract invocation /forfeiture of performance

guarantee /EMD shall be listed in detail:

Failure of the successful bidder to comply with the requirements of the tender constitute

sufficient grounds for cancellation of the award and forfeiture of the Bid Security.

42. Compensation Events

42.1 If a Compensation Event would cause additional cost or would prevent the work being

completed before the Intended Completion Date, the Contract Price shall be increased and/or

the Intended Completion Date is extended. The Engineer In charge or his Engineer In

charge’ representative shall decide whether and by how much the Contract Price shall be

increased and whether and by how much the Intended Completion Date shall be extended.


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42.2 As soon as information demonstrating the effect of each Compensation Event upon the

Contractor's forecast has been provided by the Contractor, it is to be assessed by the

Engineer In charge or his Engineer In charge’ representative and the Contract Price shall be

adjusted accordingly. If the Contractor's forecast is deemed unreasonable, the Engineer In

charge or his Engineer In charge’ representative shall adjust the Contract Price based on

Engineer In charge or his Engineer In charge’ representative’s own forecast. The Engineer In

charge or his Engineer In charge’ representative will assume that the Contractor will react

competently and promptly to the event.

43. Tax

The rates quoted by the Contractor shall be deemed to be basic unit rate plus GST that the

contractors will have to pay for the performance of this contract. The GST will be

reimbursed by KPL on production of remittance only on the 25th day of subsequent month

provided ITC will be reflected in KPL’s GST portal. The employer will perform such duties

in regard to the deduction of such taxes at source as per applicable law. Any new Taxes,

levies , duties imposed after signing the Contract shall be reimbursed by the Employer on

production of documentary evidence.

44. Currencies

All payments shall be made in Indian Rupees unless specifically mentioned.

45. Price Adjustment.

Escalation will be applicable as defined in Clause47.

46 Retention or Security Deposit:

46.1 The Employer shall retain from each payment due to the Contractor the proportion stated

below until Completion of the whole of the Works.

46.2 Retention Money or Security Deposit shall be deducted at 10% from each running Bill

subject to a maximum of 5% percent of the contract price. Retention money or Security

Deposit shall be refunded within 14 days from the date of payment of final bill.

47. Price adjustment/ Escalation


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47.1 Contract price shall be adjusted for increase or decrease in rates and prices of labour,

materials, fuels and lubricants in accordance with the following principles and procedures

and as per formula given below:

(a) The price adjustment shall apply for the work done from the start date given in the

contract data up to end of the initial intended completion date or extensions granted by the

Engineer In charge or his Engineer In charge’ representative and shall not apply to the

work carried beyond the stipulated time for reason attributable to the contractor.

(b) The price adjustment shall be determined during each quarter from the mutually

agreed formula given in the contract data base on the following premises.

I (A) Formula for Labour Component

V1 = 0.85 x (R-C) x

K1

X

l – l0

100 l0

Where

V1 = Amount of variation payable for a value R of work done.

R = Value of work done during the period under consideration.

C = Cost of Cement & steel calculated on star rates for quantity as per design,

incorporated in to the work during the period under consideration to be

taken from II A and II B.

K1 = Percentage of Labour Component to be taken as 25%.

I0 = Basic Consumer Price Index for Chennai Centre (Base 2001 = 100)

for industrial workers declared as per the Labour Gazette,

published by the Commissioner of Labour, Government of

Tamilnadu as prevailing on the Base

Date (21 days prior to the latest date for submission of the Bid).


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I = Average Consumer Price Index for Chennai Centre (Base 2001 = 100) for

industrial workers declared by Labour Gazette, published by the

Commissioner of Labour, Government of Tamilnadu for the period in

which the value R of work is done. If the period covered by a bill does not

coincide with a calendar month, then weighted time average for the period

will be taken for I.

(B) Formula for Balance Material Component (excluding cement, steel).

V2 = 0.85 X (R-C) x

K2

x

M – M0

100 M0

Where

V2 = Amount of variation payable for a value R of work done on

account of material.


C = Cost of Cement and steel at Star rate calculated on star rates for quantity as

per design, incorporated in to the work during the period under

consideration to be taken from II A and II B.

K2 = Percentage of Material Component to be taken as 70%.

M0= Wholesale price index for all commodities prepared by the office of

Economic Advisor, Ministry of Industry, Government of India as

prevailing on the Base Date (21 days prior to the latest date for submission

of the Bid).

M = Average wholesale price index for all commodities prepared by

the office of Economic Advisor, Ministry of Industry, Government

of India, during the period under consideration. If the period

covered by a bill does not coincide with a calendar month, then

weighted time average for the period will be taken for M.


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(C) Formula for Petrol, Oil and Lubricant (POL) Component

V3 = 0.85 X (R-C) x

K3

X

P – P0

100 P0

Where

V3 = Amount of variation payable for a value R of work done on

account of POL component.


C = Cost of Cement & steel calculated on star rates for quantity as

per design/specification, incorporated in to the work during the

period under consideration to be taken from II A and II B.

K3 = Percentage of POL Component to be taken as 5%.

P0 = The price (average of the prices declared by IOC/HPCL/BPCL)

of HSD for Chennai on the Base Date (21 days prior to the

latest date for submission of the Bid).

P = Average Price (average of the prices declared by IOC/ HPCL/ BPCL) of

HSD for Chennai during the period under consideration.

After removal of actual cost of cement & steel for B above, price adjustment for

the cost of cement and steel will be made as follows:

Price Adjustment

(II) (A) For Cement

Pc = Rc x Qcc x

lc – l0c

l0c


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Where

Pc = Price adjustment for cement

R c= Rate per MT of cement prevailing on the Base Date (21 days prior to the

latest date for submission of the Bid) i.e. Star Rate.

Ic = Average Index for cement published by the Reserve Bank of India under

“Index numbers of Wholesale Prices by Group and Sub-Groups

(Monthly data) under Group (1) – Non Metallic Mineral Products Sub-

Group (C) - Cement, forming the base of calculation for index of

wholesale prices during the period under consideration.

Ioc = Index for cement published by the Reserve Bank of India under Index

numbers of Wholesale Prices by Group and Sub-Group (Monthly data)

under Group (1) – Non Metallic Mineral Products Sub-Group (C) -

Cement forming the base of calculation for index of wholesale prices on

the date 21 days preceding the latest date prescribed for the receipt of

the Bid.

Qcc= Quantity in MT of cement as per design incorporated in to the work

during the period under consideration.

(B) For Steel

Ps = Rs x Qsc x

ls – l0s

l0s

Where

Ps = Price adjustment for steel

Rs= Rate per MT of steel prevailing on the Base Date (21 days prior to the

latest date for submission of the Bid). i.e. Star rate.


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Is = Average Index for iron and steel published by the Reserve Bank of India

under “Index numbers of Wholesale Prices by Group and Sub-Groups

(Monthly data) under Group (J) – Basic Metals, Alloys & Metal

Products, Sub-Group (a) Basic Metals and Alloys – (2) Steel/Steel rods”

forming the base of calculation for index of wholesale prices during the

period under consideration.

Ios = Average Index for Iron and Steel published by the Reserve Bank of

India under “Index numbers of Wholesale Prices by Group and Sub-

Groups (Monthly data) under Group (J) – Basic Metals, Alloys & Metal

Products, Sub-Group (a) Basic Metals and Alloys – (2) Steel/Steel rods”

forming the base of calculation for index of prices on the date 21 days

preceding the latest date prescribed for the receipt of the Bid

Qsc = Quantity in MT of steel as per design incorporated in to the work during

the period under consideration.

Notes:

(i) The quantities of cement and steel considered for working out price variation

shall be certified by the Engineer In charge based on approved designs and as

consumed in the work excluding wastage.

(ii) The time for completion of the contract shall mean the period commencing

from the date of the commencement of the contract and ending on the date

when the time allowed for the work specified expires, taking into consideration

the extension of time, if any, for completion of the work granted by the

Engineer In charge under the relevant clause or the conditions of contract in

cases other than those where such extension is necessitated on account of

default of the contractor. The decision of the Engineer In charge as regards the

time of completion of the contract shall be final, conclusive and binding on the

contractor, where compensation for delay is levied on the contractor on account

of delay in completion or inadequate progress under the relevant contract

provision the escalation amount for the balance work from the date of levy of

such compensation shall be worked out as follows:


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(a) Indices I, M, P, Ic, & Is will be pegged to the levels corresponding to the

date from which such compensation for delay is levied.

(b) Pegged indices as well as actual indices prevailing at the time of

calculation of escalation for the period under consideration will be

compared and lower of the two will be taken for calculating actual

escalation amount.

(iii) Price variation shall be calculated in accordance with the formulae mentioned at

(I)(A)(B) and (C) above, separately for labour, material and POL components,

as well as for price adjustment for cement and steel in accordance with

formulae mentioned at (II) (A) and(B) above. The relevant websites for

ascertaining the various indices are as follows :

http://www.iocl.com/Products/HighSpeedDiesel.aspx

http://rbidocs.rbi.org.in/rdocs/Bulletin/PDFs

http://labourbureau.gov.in/indtab.pdf indiabudget.nic.in/chapt2007/tab53.pdf

http://www.eaindustry.nic.in/default.html

http://labourbureau.nic.in/indnum.htm

(iv) The price variation under clause 47.1 shall not be payable for the extra items

required to be executed during the progress of the work and where the rates

payable for the extra items have been fixed as per the current market rates

provided under Clause of General Conditions of Contract or mutually agreed.

(v) The clause No.47.1 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 of Chennai or cost of cement or steel or bitumen 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 ChPT shall be entitled to recover

the same from the contractor and the amount shall be deductible from the

Contractor’s bill for the respective period in which there are fluctuation.

http://www.iocl.com/Products/HighSpeedDiesel.aspx

http://www.eaindustry.nic.in/default.html


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(vi) In order to facilitate computation of price variation to be made under clause

47.1 the contractor shall keep such books of accounts and other documents as

are necessary. The contractor shall allow inspection of the same by the Engineer

In charge or his Engineer In charge’ representative and shall at the request of

the Engineer In charge may require true copies of any document so kept and

such other information as the Engineer In charge may require for verification.

(vii) Calculation of Price Variation and Price Adjustment amount at the time of

preparation of interim and final bill will be based on confirm indices and the

prices of the POL products and bitumen products declared by

IOC/BPCL/HPCL.

(viii) Save and except for what is provided in the foregoing clause, nothing herein

shall be construed to entitle the contractor to reimbursement of any increase in

the price of materials or in the wages of labour occurring at any time and for

any reason whatsoever, including the imposition of any tax, duty or fee or an

increase in the price of any petroleum product, coal, electricity or water effected

by or under the order of the Central Government of a State Government.

(ix) The basic price (star rate) will be fixed as per the prevailing rate at the time of

invitation of the tender before 21 days from date of submission of the tenders.

(x) The mobilisation and de-mobilization shall not be considered for calculation of

Price Variations and the price variation for the items quoted on Lumpsum basis

shall not be payable .

(xi) (a) – Star rate (base price) for Steel 500D is Rs. 50,870/MT

(b) – Star rate (base price) for Cement is Rs.6580/MT

48. Liquidated Damages / Cancellation

48.1 In case of delay in completion of the contract, liquid damages (L.D) may be levied at the

rate of ½% of the contract value per week of delay or part thereof, subject to a maximum of

10 per cent of the contract price.

The employer, if satisfied, that the works can be completed by the contractor within a

reasonable time after the specified time for completion, may allow further extension of time


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at its discretion with or without the levy of L.D. In the event of extension granted being

with L.D, the employer will be entitled without prejudice to any other right or remedy

available in that behalf, to recover from the contractor as agreed damages equivalent to half

Per cent (1/2%) of the contract value of the works for each week or part of the week subject

to the ceiling defined in Sub-Clause- 48.1.

(i) The Employer, if not satisfied that the works can be completed by the contractor

and in the event of failure on the part of the contractor to complete work within

further extension of time allowed as aforesaid, shall be entitled, without prejudice to

any other right or remedy available in that behalf, to rescind the contract.

(ii) The employer, if not satisfied with the progress of the contract and in the event of

failure of the contractor to recoup the delays in the mutually agreed time frame,

shall be entitled to terminate the contract.

(iii) In the event of such termination of the contract as described in Clauses-48.1(i) &

48.1(ii) or both, the employer shall be entitled to cover L.D up to ten per cent (10%)

of the contract value and forfeit the security deposit made by the contractor besides

getting the work completed by other means at the risk and cost of the contractor.

(iv) The ceiling of L.D is 10% of the project cost

(v) In case part/portions of the work completed and Port operate utilizes the portion of

completed work, the rate of L.D will be restricted to the uncompleted value of

work, the maximum LD being on the entire contract value.

48.2 Failure and Termination

48.2.1 Time and date of completion shall be essence of the contract. If the contractor fails to

complete the contract or any part thereof within the period fixed for such completion in

the schedule or at any time repudiates the contract before the expiry of such period,

KPL may, without prejudice to any other right or remedy available to him, recover

damages for breach of the contract.

48.2.2 Recover from the Contractor / Supplier as agreed liquidated damages and not by way of

penalty, a sum equivalent to:

48.2.3 KPL may cancel the contract / order or a portion thereof, by serving prior notice of 14


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days to the contractor, unless during these 14days notice period the contractor initiates

remedial actions acceptable to KPL and recover LD and forfeit security deposit made

by contractor besides getting the work completed by other means at the cost and risk of

the contractor.

48.2.4 It may further be noted that clause above provides for recovery of liquidated damages

(and not by way of penalty) on the contract price of delayed completion (whole unit).

Liquidated damages for delay in contract thus accrued will be recovered by the paying

authorities of the contractor specified in the contract order, from the bill for payment of

the cost of contract / milestone payments submitted by the contractor or his foreign

principal in accordance with the terms of contract or otherwise.

48.2.5 The Company may without prejudice to its right to effect recovery by any other

method, deduct the amount of liquidated damages from any money belonging to the

Contract in its hands (which includes the company's right to claim such amount against

Contractor's Bank Guarantee) or which may become due to the Contractor. Any such

recovery of liquidated damages shall not in any way relieve the Contractor from any of

its obligations to complete the works or from any other obligations and liabilities under

the Contract.

48.2.6 Notwithstanding anything stated above, works will be deemed to have been completed

only when all its components and parts are also completed. If certain components of

works are not completed in time, the works will be considered as delayed until such

time all the balance jobs are also completed.

49 Incentives or Bonus – Deleted.

50. Advance Payment: No advance payment will be paid.

51. Performance Guarantee & Security Deposit

51.1 Performance Guarantee & Security Deposit shall consist of two parts-

a. Performance Guarantee to be submitted at award of the work

b. Security Deposit to be recovered from Running Bills.


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52. Cost of Repairs

Loss or damage to the Works or Materials to be incorporated in the Works between the

Start Date and the end of the Defects Correction periods shall be remedied by the

Contractor at the Contractor's cost if the loss or damage arises from the Contractor's acts or

omissions.

E. Finishing the Contract

53. Completion

After completion of the work, the contractor will serve a written notice to the Engineer In

charge or his Engineer In charge’ representative/Employer to this effect. The Engineer In

charge or his Engineer In charge’ representative/Employer upon receipt of this notice shall

conduct a complete joint survey of the work within 7 days and prepare a defects list jointly.

The defects pointed out by the Engineer In charge or his Engineer In charge’

representative/Employer would be rectified by the Contractor within 14 days and there after

accept report to be signed jointly by the contractor and the Employer. This joint acceptance

report shall be treated as “Completion Certificate”.

54. Taking Over

The Employer shall take over the Site and the Works within seven days of the Engineer In

charge or his Engineer In charge’ representative issuing a certificate of Completion.

55. Final Account

The Contractor shall supply to the Engineer In charge or his Engineer In charge’

representative a detailed account of the total amount that the Contractor considers payable

under the Contract before the end of the Defects Liability Period. The Engineer In charge

or his Engineer In charge’ representative shall issue a Defect Liability Certificate and

certify any final payment (excluding SD) that is due to the Contractor within 60 days of

receiving the Contractor's account if it is correct and complete. If it is not, the Engineer In

charge or his Engineer In charge’ representative shall issue within 15 days a schedule that

states the scope of the corrections or additions that are necessary for the correction and

certify payment of 50% of undisputed amount to the contractor. If the Final Account is still


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unsatisfactory after it has been resubmitted, the Engineer In charge or his Engineer In

charge’ representative shall decide on the amount payable to the Contractor and issue a

payment certificate, within 60 days of receiving the Contractor’s revised account.

56. Operating and Maintenance Manuals

56.1 If “as built” Drawings and/or operating and maintenance manuals are required, the

Contractor shall supply them by the dates stated in the Contract Data.

56.2 If the Contractor does not supply the Drawings and/or manuals by the dates stated in the

Contract Data, or they do not receive the Engineer In charge or his Engineer In charge’

representative’s approval, the Engineer In charge or his Engineer In charge’ representative

shall withhold the amount stated in the Contract Data from payments due to the Contractor.

57. Termination

57.1 The Employer or the Contractor may terminate the Contract if the other party causes a

fundamental breach of the Contract.

57.2 Fundamental breaches of Contract include, but shall not be limited to the following:

(a) the Contractor stops work for 28 days when no stoppage of work is shown on the

current Program and the stoppage has not been authorized by the Engineer In

charge or his Engineer In charge’ representative;

(b) the Engineer In charge or his Engineer In charge’ representative instructs the

Contractor to delay the progress of the Works and the instruction is not

withdrawn within 28 days;

(c) the Employer or the Contractor is made bankrupt or goes into liquidation other

than for a reconstruction or amalgamation;

(d) a payment certified by the Engineer In charge or his Engineer In charge’

representative is not paid by the Employer to the Contractor within 50 days of

the date of the Engineer In charge or his Engineer In charge’ representative 's

certificate;


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(e) the Engineer In charge or his Engineer In charge’ representative gives Notice

that failure to correct a particular Defect is a fundamental breach of Contract and

the Contractor fails to correct it within a reasonable period of time determined by

the Engineer In charge or his Engineer In charge’ representative;

(f) the Contractor does not maintain a security which is required;

(g) the Contractor has delayed the completion of works by the number of days for

which the maximum amount of liquidated damages can be paid as defined in the

tender document; and

(h) if the Contractor, in the judgment of the Employer has engaged in corrupt or

fraudulent practices in competing for or in the executing the Contract.

(i) if the Contractor has contravened Clause 8 and clause 9.

For the purpose of this paragraph: “corrupt practice” means the offering, giving, receiving

or soliciting of any thing of value to influence the action of a public official in the

procurement process or in contract execution. “Fraudulent practice” means a

misrepresentation of facts in order to influence a procurement process or the execution of a

contract to the detriment of the Borrower, and includes collusive practice among Bidders

(prior to or after bid submission) designed to establish bid prices at artificial non-

competitive levels and to deprive the Borrower of the benefits of free and open

competition.”

57.3 When either party to the Contract gives notice of a breach of contract to the Engineer In

charge or his Engineer In charge’ representative for a cause other than those listed under

Sub Clause 57.2 above, the Engineer In charge or his Engineer In charge’ representative

shall decide whether the breach is fundamental or not.

57.4 Notwithstanding the above, the Employer may terminate the Contract for convenience

subject to payment of compensation to the Contractor including loss of profit on

uncompleted works. Loss of profit shall be calculated on the same basis as adopted for

extra or additional items.

57.5 If the Contract is terminated the Contractor shall stop work immediately, make the Site safe

and secure and leave the Site as soon as reasonably possible.


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58. Payment upon Termination

58.1 If the Contract is terminated because of a fundamental breach of Contract by the

Contractor, the Engineer In charge or his Engineer In charge’ representative shall issue a

certificate for the value of the work done less advance payments received up to the date of

the issue of the certificate, less other recoveries due in terms of the contract, less taxes due

to be deducted at source as per applicable law and less the percentage to apply to the work

not completed as indicated in the Contract Data. Additional Liquidated Damages shall not

apply. If the total amount due to the Employer exceeds any payment due to the Contractor,

the difference shall be a debt payable to the Employer.

58.2 If the Contract is terminated at the Employer's convenience or because of a fundamental

breach of Contract by the Employer, the Engineer In charge or his Engineer In charge’

representative shall issue a certificate for the value of the work done, the reasonable cost of

removal of Equipment, repatriation of the Contractor's personnel employed solely on the

Works, and the Contractor's costs of protecting and securing the Works and less advance

payments received up to the date of the certificate, less other recoveries due in terms of the

contract and less taxes due to be deducted at source as per applicable Law.

59. Property

All materials on the Site, Plant, Equipment, Temporary Works and Works for which

payment has been made to the contractor by the Employer, are deemed to be the property

of the Employer, if the Contract is terminated because of a Contractor’s default.

60. Release from Performance

If the Contract is frustrated by the outbreak of war or by any other event entirely outside the

control of either the Employer or the Contractor the Engineer In charge or his Engineer In

charge’ representative shall certify that the Contract has been frustrated. The Contractor

shall make the Site safe and stop work as quickly as possible after receiving this certificate

and shall be paid for all work carried out before receiving it and for any work carried out

afterwards to which commitment was made.


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61. Additional Clause

61.1 Site Order and Instruction

A work order book shall be maintained on the site and it shall be the property of Employer

and the Contractor or his authorized representative shall promptly sign orders given therein

by the Engineer In charge or his Engineer In charge’ representative and comply with them.

The compliance shall be reported by Contractor to the Engineer in sufficient time so that it

can be checked. The blank work order book with machine numbered pages in duplicate

with perforated sheet for three copies will be provided by the contractor for this purpose.

Whenever any instructions are written in the work order book, the Contractor shall be

supplied the first carbon copy, one copy shall be supplied to the Employer or his site

representative and remaining copies shall be retained by the Engineer In charge.

61.2 Notice to Engineer

The contractor shall give to the Engineer In charge normally 48 hours notice except in

exceptional cases of urgency, of his intention to set out or give levels or check for any part

of the works so that timely arrangement may be made for checking or issuing instructions.

He shall indicate therein by which date the information, if any, is required by him”.


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SECTION-2

PART-II- SPECIAL CONDITIONS OF CONTRACT

1. LABOUR

The Contractor shall, unless otherwise provided in the Contract, make his own

arrangements for the engagement of all staff and labour, local or other, and for their

payment, housing, feeding and transport.

The Contractor shall, if required by the Engineer In charge or his Engineer In charge’

representative, deliver to the Engineer In charge or his Engineer In charge’ representative a

return in detail, in such form and at such intervals as the Engineer In charge or his Engineer

In charge’ representative may prescribe, showing the staff and the numbers of the several

classes of labour from time to time employed by the Contractor on the Site and such other

information as the Engineer In charge or his Engineer In charge’ representative may

require.

2. COMPLIANCE WITH LABOUR REGULATIONS

2.1 During continuance of the contract, the Contractor and his sub contractors shall abide at all

times by all existing labour enactments and rules made there under, regulations,

notifications and bye laws of the State or Central Government or local authority and any

other labour law (including rules), regulations, bye laws that may be passed or notification

that may be issued under any labour law in future either by the State or the Central

Government or the local authority. Salient features of some of the major labour laws that

are applicable to construction industry are given below. The Contractor shall keep the

Employer indemnified in case any action is taken against the Employer by the competent

authority on account of contravention of any of the provisions of any Act or rules made

there under, regulations or notifications including amendments. If the Employer is caused

to pay or reimburse, such amounts as may be necessary to cause or observe, or for non-

observance of the provisions stipulated in the notifications/bye laws/Acts/Rules/regulations

including amendments, if any, on the part of the Contractor, the Engineer In charge or his

Engineer In charge’ representative /Employer shall have the right to deduct any money due


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to the Contractor including his amount of performance security. The Employer/ Engineer

In charge or his Engineer In charge’ representative shall also have right to recover from the

Contractor any sum required or estimated to be required for making good the loss or

damage suffered by the Employer.

2.2 The employees of the Contractor and the Sub-Contractor in no case shall be treated as the

employees of the Employer at any point of time.

3. SALIENT FEATURES OF SOME MAJOR LABOUR LAWS APPLICABLE TO

ESTABLISHMENTS ENGAGED IN BUILDING AND OTHER CONSTRUCTION

WORK.

a) Workmen Compensation Act 1923: The Act provides for compensation in case of

injury by accident arising out of and during the course of employment.

b) Payment of Gratuity Act 1972: Gratuity is payable to an employee under the Act on

satisfaction of certain conditions on separation if an employee has completed 5 years

service or more or on death the rate of 15 days wages for every completed year of

service. The Act is applicable to all establishments employing 10 or more employees.

c) Employees P.F. and Miscellaneous Provision Act 1952: The Act Provides for

monthly contributions by the employer plus workers @ 10% or 8.33%. The benefits

payable under the Act are:

(i) Pension or family pension on retirement or death, as the case may be.

(ii) Deposit linked insurance on the death in harness of the worker.

(iii) Payment of P.F. accumulation on retirement/death etc.

d) Maternity Benefit Act 1951: The Act provides for leave and some other benefits to

women employees in case of confinement or miscarriage etc.

e) Contract Labour (Regulation & Abolition) Act 1970: The Act provides for certain

welfare measures to be provided by the Contractor to contract labour and in case the


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Contractor fails to provide, the same are required to be provided, by the Principal

Employer by Law. The Principal Employer is required to take Certificate of

Registration and the Contractor is required to take license from the designated Officer.

The Act is applicable to the establishments or Contractor of Principal Employer if they

employ 20 or more contract labour.

f) Minimum Wages Act 1948: The Employer is supposed to pay not less than the

Minimum Wages fixed by appropriate Government as per provisions of the Act if the

employment is a scheduled employment. Construction of Buildings, Roads, and

Runways are scheduled employments.

g) Payment of Wages Act 1936: It lays down as to by what date the wages are to be

paid, when it will be paid and what deductions can be made from the wages of the

workers.

h) Equal Remuneration Act 1979: The Act provides for payment of equal wages for

work of equal nature to Male and Female workers and for not making discrimination

against Female employees in the matters of transfers, training and promotions etc.

i) Payment of Bonus Act 1965: The Act is applicable to all establishments employing

20 or more employees. The Act provides for payments of annual bonus subject to a

minimum of 8.33% of wages and maximum of 20% of wages to employees drawing

Rs.3500/-per month or less. The bonus to be paid to employees getting Rs.2500/- per

month or above up to Rs.3500/- per month shall be worked out by taking wages as

Rs.2500/-per month only. The Act does not apply to certain establishments. The

newly set-up establishments are exempted for five years in certain circumstances.

Some of the State Governments have reduced the employment size from 20 to 10 for

the purpose of applicability of this Act.

j) Industrial Disputes Act 1947: The Act lays down the machinery and procedure for

resolution of Industrial disputes, in what situations a strike or lock-out becomes illegal

and what are the requirements for laying off or retrenching the employees or closing

down the establishment.


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k) Industrial Employment (Standing Orders) Act 1946: It is applicable to all

establishments employing 100 or more workmen (employment size reduced by some

of the States and Central Government to 50). The Act provides for laying down rules

governing the conditions of employment by the Employer on matters provided in the

Act and get the same certified by the designated Authority.

l) Trade Unions Act 1926: The Act lays down the procedure for registration of trade

unions of workmen and employers. The Trade Unions registered under the Act have

been given certain immunities from civil and criminal liabilities.

m) Child Labour (Prohibition & Regulation) Act 1986: The Act prohibits employment

of children below 14 years of age in certain occupations and processes and provides for

regulation of employment of children in all other occupations and processes.

Employment of Child Labour is prohibited in Building and Construction Industry.

n) Inter-State Migrant workmen’s (Regulation of Employment & Conditions of

Service) Act 1979: The Act is applicable to an establishment which employs 5 or more

inter-state migrant workmen through an intermediary (who has recruited workmen in

one state for employment in the establishment situated in another state). The Inter-State

migrant workmen, in an establishment to which this Act becomes applicable, are

required to be provided certain facilities such as housing, medical aid, travelling

expenses from home up to the establishment and back, etc.,

o) The Building and Other Construction workers (Regulation of Employment and

Conditions of Service) Act 1996 and the Cess Act of 1996: All the establishments

who carry on any building or other construction work and employs 10 or more workers

are covered under this Act. All such establishments are required to pay cess at the rate

not exceeding 2% of the cost of construction as may be modified by the Government.

The Employer of the establishment is required to provide safety measures at the

Building or construction work and other welfare measures, such as Canteens, First-Aid

facilities, Ambulance, Housing accommodations for workers near the work place etc.

The Employer to whom the Act applies has to obtain a registration certificate from the

Registering Officer appointed by the Government.


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p) Factories Act 1948: The Act lays down the procedure for approval at plans before

setting up a factory, health and safety provisions, welfare provisions, working hours,

annual earned leave and rendering information regarding accidents or dangerous

occurrences to designated authorities. It is applicable to premises employing 10

persons or more with aid of power or 20 or more persons without the aid of power

engaged in manufacturing process.

q) Employees State Insurance ESI Act, 1948: The ESI Act, 1948, is applicable to

Factories using power and employing 10 or more personnel and establishment

employing 20 or more persons and drawing wages/Salary upto Rs. 15,000/- per month.

Workers covered under ESI Act, are entitled for full medical care for self and family.

Besides, cash benefit in the event of sickness, maternity and employment injury.

Accordingly, the contractual/casual employees drawing wages upto Rs. 15,000/- per

month employed either directly by Port or through contractor are covered under ESI

Act, 1948. It is obligatory on the part of the employer to calculate and remit ESI

contribution comprising of employers’ share of 4.75% plus employees’ share of 1.75%

which is payable on or before 21st of the following month, to which the salary relates.


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SECTION - 3

GENERAL DESCRIPTION OF WORKS AND OTHER CONDITIONS


Page 77 of 191

SECTION – 3 – GENERAL DESCRIPTION OF WORKS AND OTHER

CONDITIONS

Clause


1.0 General description 80

2.0 Site Information and Conditions 87

12.0 Compliance with Rules and Regulations 91

13.0 Defects liability 92

13.1 Defects Liability Period 92

13.2 Default of the contractor in compliance 92

13.3 Cost of Remedying Defects 92

13.4 Contractor’s failure to carry out the rectification of damages caused to

the Employer’s property 92

14.0 Special Risks 93

14.1 Projectile, Missile etc 93

14.3 Increased cost arising from special Risks 93

14.4 Outbreak of war 94

15.0 Date of commencement and completion of work 94

16.0 Taking over certificate 94

17.0 Supply of materials 95

18.0 Service Available at Cost 95

18.1 Supply of water for the works 95

18.2 Electricity supply for works 95

19.0 Supply of drinking water 96

20.0 Water and fuel for plants and machinery 96


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21.0 Financial Background 96

22.0 Mode of measurement and payment 96

23.0 General conditions relating to works 96

23.1 Assistance for Engineer 96

23.2 Safety of Adjacent Structures of Works 96

23.3 Expatriate personnel 97

23.4 Unauthorized persons 97

23.5 Fire fighting arrangements 97

23.6 First Aid Facilities 98

23.7 Site Register 98

23.8 Progress photographs 99

23.9 Construction Records 99

23.10 Temporary Fencing 99

23.11 Temporary Access 99

23.12 License, permits Etc 100

23.12 Existing services 100

23.14 Safety and Security measures 100

23.15 Maintaining utility and services 101

23.16 Facilities, attendance etc., on nominated sub contractors 101

23.17 Limitation of operations 102

23.18 Work Programme for areas with restricted access 102

23.19 Noises and Dust Control 102


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23.20 Access to contractor’s plants, works, surveying etc., 102

23.21 Clearance of site on completion 103


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SECTION – 3

GENERAL DESCRIPTION OF WORKS AND OTHER CONDITIONS

1. The works covered under this tender is “Development of Car Parking Yard for RO RO

cum GCB-II at Kamarajar Port”. The details regarding the location, alignment, plan,

elevation and section etc are all shown in the drawing enclosed under the Schedule of

Drawings in Section 6. The main items of works covered in this tender are as follows: -

Bill No.1 a) Construction of yard for heavy truck movements by providing

Concrete Pavement

• Clearing of bushes / jungle including removing from the site.

• Earth work excavation in all kinds of soil to the required level including

disposal.

• Filling the yard with available earth inside the port.

• Preparation and compaction with vibratory roller of Sub Grade to the

specified grade and camber.

• Providing and laying gravel sub base below the Granular Sub Base.

• Providing and laying Granular Sub Base (GSB) on the prepared gravel

layer.

• Providing and laying Gravel borrowed from outside of 100 mm compacted

thicknesses.

• Providing and laying plain cement concrete of mix M10 Mix Design of

100mm thickness.

• Providing and laying cement concrete of mix M40 in design mix

proportions for pavement works in panels of 4.0m x 4.5m or as specified

in drawings.

• Supplying, transporting and fabricating TMT bars or M.S. Plain bars and

placing in position as reinforcement for all Expansion / Longitudinal

Joints.

• Supplying and laying impregnated bitumen pad for Expansion joints.

• Supplying and laying ‘A’ grade sealing compound in Expansion joints,


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Contraction joints & Longitudinal joints including Groove cutting.

b) Construction of yard for parking Cars by providing PCC Paving blocks

• Clearing of bushes / jungle including removing from the site.


disposal.

• Filling the yard with available earth inside the port.

• Preparation and compaction with vibratory roller of Sub Grade to the

specified grade and camber.

• Providing and laying gravel sub base below the Granular Sub Base.

• Providing and laying Granular Sub Base (GSB) on the prepared gravel

layer.

• Providing, laying, spreading and compacting graded stone aggregate to

Wet Mix Macadam. (WMM)

• Supplying, laying and rolling to levels using suitable roller with the

coarse river sand / M- sand to a finished thickness of 30mm.

• Supplying and laying PCC paving blocks of M40 mix of size 200mm

x 100mm x 100mm thick.

• Providing and placing in-situ concrete of grade M40 for rigid pavement of

thickness 100 mm in the gap between paving blocks and chase/drain

portion etc wherever required.

Bill No.2 Construction of RCC Strom water drain

• Earth work excavation in ordinary soil for foundation.

• Providing and laying plain cement concrete of mix 1:4:8 for levelling

course in foundations.

• Providing and placing in-situ cement concrete of mix 1:1.5:3 for RCC

works such as bottom slab and side walls of drain.


works of drain precast cover slab.

• Handling, transporting and placing of precast cement concrete cover slab

of drain.


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works of drain in-situ cover slab.

• Supplying, transporting and fabricating TMT bars and placing in position

as reinforcement for all RCC members.

• Refilling with available excavated earth.

Bill No.03 Construction of RCC Cable Chase

• Earth work excavation in ordinary soil for foundation.




works such as bottom slab and side walls of cable chase.


works of cable chase precast cover slab.

• Handling, transporting and placing of precast cement concrete cover slab

of cable chase.


works of cable chase in-situ cover slab.



• Supplying, transporting and fabricating structural steel angles and placing

in position as supporting legs for cables in cable chase.


Bill No.04 Construction of Compound wall using hollow blocks all around with

compound wall

• Earth work excavation in ordinary soil for column foundations.




works such as Column footings, columns, plinth beams, coping beams etc.

• Brick work using bricks of class designation 50 in cement mortar 1:5 in

walls up to finished floor level.


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• Preparing the external surfaces of compound walls in the brick work

portion and providing plaster in cement mortar 1:5, 12mm thick.

• Hollow concrete block wall using hollow block of size 400 x 200 x

200mm in cement mortar 1:5 for compound walls.



• Providing and fixing compound gate

• Preparing the surfaces, providing and finishing the walls of compound

walls with two coats of colour cement paint over one coat of white cement

paint.

Bill No.05 Construction of Security Watch Tower


disposal.




works such as column footings, columns, plinth beams, roof beams,

suspended floor roof, staircase, landings, etc.

• Centering and shuttering including strutting, propping etc. for column

footings, columns, plinth beams, roof beams, suspended floor roof,

staircase, landings, etc.



super structure above plinth level up to floor level for walls and steps.

• Brick work using bricks of class designation 50 in cement mortar 1:3 on

edge for staircase handrails up to floor level.

• Preparing the RCC surfaces of plinth beams, Columns, roof beams,

ceiling, staircase waist slab, etc., and providing plaster in cement mortar

1:5, 12mm thick.

• Preparing the surfaces of brick work portion and providing plaster in

cement mortar 1:5, 15mm thick.


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• Supplying, transporting, fabricating and fixing Anodised aluminium

sections with 15 micron thick anodisation for doors and windows with

extruded built up standard tubular sections of approved make.

• Supplying, transporting, fabricating and fixing glazing of 5mm / 4mm

thick/ or nearest size, glass panelling in aluminium doors and windows

with PVC neoprene gasket.

• Supplying, transporting, fabricating and fixing 8mm thick/ or nearest size

pre laminated particle board in panelling fixed in aluminium doors.

• Providing and laying cement mortar flooring in CM 1:3 of 20mm thick.

• Preparing and plastering the top surface of the roof slab in CM 1:3 of

20mm thick mixed with water proofing compound in required slop.

• Preparing the surfaces, providing and finishing the surfaces with two coats

of colour cement paint over one coat of white cement paint expect ceiling

and sunshade bottom.

• Preparing the surfaces, providing and finishing the surfaces with two coats

of white cement paint for ceiling and sunshade bottom.



Bill No.06 Construction of Office Building in the parking yard.

• Providing and Placing in-situ cement concrete of mix 1:1.5:3 for R.C.C

works such as columns, lintels, sunshade, roof beams, roof slab, staircase

waist slab & landing slab etc.



• Brick work using bricks of class designation 50 in cement mortar 1:5 for

superstructure, parapet wall etc.

• Half brick work using bricks of class designation 50 in cement mortar 1:4

in partition walls etc.


steps of staircase etc.


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• Preparing the surface of the ceiling, providing 6-10mm thick plaster in

cement mortar 1:3 and providing 12mm thick plaster in cement mortar 1:5

for walls.

• Supplying, transporting, fabricating and fixing Anodized (15 micron thick)

aluminium glazed doors / windows / ventilators including fittings.

• Supplying, transporting, fabricating and fixing glazing of 5mm or nearest

size, plain glass panelling in aluminium doors and windows with PVC

neoprene gasket.

• Supplying, transporting, fabricating and fixing pin headed / frosted glass

of 5mm or nearest size for fixed louvers of ventilators.

• Providing and fixing factory made PVC door frame for 750 x 2100 mm

door size manufactured by M/s. Rajshri or equivalent and fixing 30mm

thick factory made PVC rigid foam panelled door shutters.

• Preparing the external and internal surfaces of columns, walls including

parapet and providing plaster in cement mortar 1:5, 12 mm thick.

• Providing and laying ceramic glazed floor tiles of size 300 x 300 mm and

thickness not less than 7 mm of approved make like KAJARIA,

SPARTEK, JOHNSON, NITCO, ORIENT, SOMANY or equivalent

make.

• Providing and laying first quality ceramic glazed printed wall tiles of size

300 x 200 mm and of thickness not less than 6 mm of approved make like

KAJARIA, SPARTEK, JOHNSON, NITCO, ORIENT, SOMANY or

equivalent make.

• Providing and laying first quality precast pressed tiles with half round

edge nosing of size 20mm thickness for staircase.

• Providing and fixing staircase railing made out of M.S Square bars of

20mm x 20mm as vertical post fixed on M.S base plate of 40mm x 40mm

x 6mm and flat iron 40mm x 6mm as handrail base with stainless steel

pipe of 40mm diameter.

• Providing weathering course for roof slab with lime concrete including

laying of pressed tiles.


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• Providing and fixing on wall face un-plasticised rigid PVC rain water

pipes of dia 110 mm.

• Preparing the surfaces, providing and finishing new walls & ceilings with

acrylic emulsion paint.

• Preparing the surfaces, providing and finishing new walls & ceilings with

acrylic emulsion paint.

All other miscellaneous and contingent items required for the proper completion of

the entire work.

Along with the offer, the tenderer should submit a bar chart indicating their programme

of work. On award of contract, the contractor shall within fifteen (15) days after the date

of the Letter of Acceptance - Work order, submit to the Engineer for his consent a

programme, in such form and detail as the Engineer shall reasonably prescribe, for the

execution of the works. The contractor shall whenever required by the Engineer, also

provide in writing for his information a detailed description of the arrangements and

methods which the contractor proposes to adopt for the execution of the works.

If at any time it should appear to the Engineer's representative that the actual progress of

the works does not conform to the programme to which consent has been given the

contractor shall produce, at the request of the Engineer's representative, a revised

programme showing the modifications to such programme necessary to ensure

completion of the works within the time for completion. The contractor shall submit to

the Engineer within fifteen (15) days after the date of Letter of Acceptance and in any

case prior to the commencement of the work, three copies of a detailed Critical Path

Method (CPM) schedule and bar chart which shall be based on this preliminary

programme submitted with the tender and as approved by the Engineer, showing the

earliest and latest dates of commencement and completion of various activities of the

work and also anticipated dates for delivery, erection / installation of bought out items for

different sections of the work. The detailed Critical path method (CPM) schedule and bar

chart shall be updated by the contractor every month.


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The contractor shall submit to the Engineer on the first day of each week or such longer

period as the Engineer may from time to time direct, a progress report in an approved

form shown up-to-date total progress, progress achieved against planned progress, during

the previous week and progress forecast for the following week for all important items in

each section or portion of the works, in relation with the approved CPM schedule and bar

chart. The contractor shall, within fifteen (15) days after the date of the Letter of

Acceptance, provide to the Engineer for his information a detailed cash flow estimate, in

quarterly periods, of all payments to which the contractor will be entitled under the

contract and the contractor shall subsequently supply revised cash flow estimates at

quarterly intervals, if required to do so by the Engineer.

The submission to and consent by the Engineer of such programme or the provision of

such general descriptions or cash flow estimates shall not relieve the contractor of any of

his duties or responsibilities under the contract.

2. SITE INFORMATION AND CONDITIONS

The work has to be carried out in Eastern side of existing car parking yards. There is an

area available near the site of work for fabrication of reinforcement, batching plant for

concrete mixing, paving block manufacturing, site office, laboratory etc. No rental

charges will be levied for the working area spared to the contractor during the tenure of

the contract including extended period, if any granted by the employer.

The Engineer may at his discretion allot additional working area if required by the

contractor anywhere inside the Port premises subject to availability and free of rental

charges based on the requirements of work. The area occupied by the contractor beyond

the time limit specified including extended period if any granted shall be charged as per

the Employer's scale of rates.

During the construction period necessary safety measures has to be taken for the men

working at site. The tenderer shall inspect and examine the site and its surroundings and

shall satisfy himself before submitting his tender as to the nature of the site, the quantities

and nature of work and materials necessary for the completion of the works and the

means of access to the site, the accommodation he may require and in general, shall


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himself obtain all necessary information as to risks, contingencies and other

circumstances which may influence or affect his tender. No extra charges consequent to

wrong assumptions / assessment by the tenderer or otherwise shall be allowed. The

tenderer shall take into account all these aspects before quoting their rates and shall not

hold the Port responsible for any details that might have been omitted to be mentioned in

the tender schedule which may affect the pricing of the tender and any claim by the

tenderer on this account will not be entertained by the Port. In case any additional

investigations are required to be done at site by the tenderer, he may do so at his

own cost with the prior approval of the Engineer.

The site will be handed over in stages/ fully, depending upon the construction programme

of work. In case, if there is delay in handing over the site, due to the port activities, the

Engineer at his discretion may grant extension of time, as he considers reasonable for the

proper completion of work. The tenderer has to take into account all the delays due to this

kind of port activities. The grant of such extension of time however will not bestow on

the contractor any right to claim compensation / extra payment for idling of plant, labour

and overhead loss etc., even at a future date for any reasons whatsoever.

3. The contractor is deemed to have satisfied himself before tendering as to the correctness

and sufficiency of his tender for works and of the rates and prices quoted in the priced

Bill of Quantities and the schedule of rates and prices (if any) which rates and prices shall

except insofar as they are otherwise provided in the contract, cover all his obligations

under the contract apart from all matters and things necessary for the proper completion

and maintenance of the work. The rate quoted shall be inclusive of all taxes, levies,

duties, cost of insurance etc. apart from the cost of materials to be procured by the

contractor and also labour, tools, plants, fuel, consumables, etc.

4. If any temporary item of work is needed for the execution of the contract, the required

details shall be submitted by the tenderer with the proposals and connected drawings

along with the tender. No payment shall be made for any temporary items of work.

Before any Temporary works are commenced, the contractor shall submit sufficiently in

advance to the Engineer or his representative for approval, his proposals for all temporary

works including drawings and design calculations. The Engineer or his representative


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shall be at liberty to make any modifications to the temporary works in accordance with

the conditions of the contract and the contractor shall carry out such modifications. In the

event of the contractor considering that such modifications required by the Engineer or

his representative will affect the security of the temporary works, or increase the

contractor's liability under the contract, he shall give notice in writing to the Engineer

within seven days of receipt of such communication. The Engineer will thereupon

consider the matter and communicate his decision, which shall be final and binding on

the contractor. Notwithstanding the approval by the Engineer or his representative of any

submitted design for any of the temporary works the contractor shall remain entirely

responsible for such works in all respects.

5. The description of the item of work given in the schedule of quantities should be read

along with the specifications, drawings and the conditions of contract.

6. It is to be expressly understood that the measured work is to be taken net

(notwithstanding any custom or practice otherwise) according to the drawing or as may

be directed from time to time by the Engineer or his representative and that the value of

the work done will be calculated by the measurement of various items at the respective

rates without additional charges for any necessary incidental or contingent work

connected therewith as detailed in specifications and conditions of contract.

7. The area where the construction works have to be executed is inside the port area, due

care shall be taken to avoid hindrance to other movement. During the construction period

necessary safety measures have to be taken for the men working at site. The tenderer

shall inspect and examine the site and its surroundings and shall satisfy himself before

submitting his tender nature of the site, the stacking and movement of the traffic, the

quantities and nature of work and materials necessary for the completion of the works

and the means of access to the site, the accommodation he may require and in general,

shall himself obtain all necessary information as to risks, contingencies and other

circumstances which may influence or affect his tender. No extra charges consequent to

wrong assumptions / assessment by the tenderer or otherwise shall be allowed. The

tenderer shall take into account all these aspects before quoting their rates and shall not

hold the Employer responsible for any details that might have been omitted to be


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mentioned in the tender schedule which may affect the pricing of the tender and any

claim by the tenderer on this account will not be entertained by the KPL. In case any

additional investigations are required to be done at site by the tenderer, he may do so at

his own cost with the prior approval of the Engineer. The site will be handed over in one

stage. In case if there is delay in handing over the site, due to the port activities, the

Engineer at his discretion may grant extension of time, as he considers reasonable for the

proper completion of work. The tenderer has to take into account all the delays due to the

port activities. The grant of such extension of time however will not bestow on the

contractor any right to claim compensation / extra payment for idling of plant, labour and

overhead loss etc., even at a future date for any reasons whatsoever. No claim towards

idle time charges will be entertained by the Port for any reasons whatsoever.

8. Drains, pipes, cables, overhead wires and similar services encountered in the course of

the work shall be guarded from injury by the contractor at his own cost, so that they may

continue in full and uninterrupted use to the satisfaction of the Engineer or his

representative thereof and the contractor shall not store materials or otherwise occupy any

part of the site in a manner likely to hinder the operation of such services.

9. If any damage be done by the contractor to any mains, pipes, cables or lines (whether

above or below structure) whether or not shown in the drawing, the contractor must make

good or bear the cost of making good the same without delay, to the satisfaction of the

Engineer or his representative.

10. KPL shall not be held liable for any damages or compensation payable under the law in

respect or in consequence of any accident or injury to any workmen or other persons in

the employment of the contractor or any sub-contractor and the contractor shall

indemnify and keep indemnified the Employer against all such damages and

compensation and against all claims, demands, proceedings, costs, charges, expenses

whatsoever in respect thereof or in relation thereto.

11. The contractor shall (except if and so far as the specification provided otherwise)

indemnify and keep indemnified the Employer against all losses and claims for injuries or

damage to any person or any property whatsoever (other than surface or other damage to


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land being or crop being on the site suffered by tenants or occupiers) which may arise out

or in consequence of the construction and maintenance of the works and against all

claims, demands, proceedings, damages, costs, charges and expenses whatsoever in

respect of or in relation thereto. Provided always that nothing herein contained shall be

deemed to render the contractor liable for or in respect of or to indemnify the Employer

against any compensation or damages for or with respect to:

i. The permanent use or occupation of the land by the works or any part thereof or (save

as hereinafter provided) surface or other damages as aforesaid.

ii. The right of the Employer to construct the works or any part thereof on over under or

in through any land.

iii. Interference whether temporary or permanent with any right of light, airway or water

or other easement or quasi easement which is the unavoidable result of the

construction of the works in accordance with the contract.

iv. Injuries or damage to persons / property resulting from any act or neglect done or

committed during the currency of the contract by the Employer, its agents, servants or

other contractors (not being employed by the contractor) or for in respect of any

claims, demands, proceedings, damages, costs, charges and expenses in respect

thereof or in relation thereto provided further that for the purposes of this clause, the

expression "the site" shall be deemed to be limited to the area defined in the

specification or shown in the drawings in which land crops will be distributed or

damaged as an inevitable consequence to carry out the works.

The contractor shall within 24 hours of the occurrence of any accident at or about the site

or in connection with the execution of the work, report such accident to the Engineer's

representative. The contractor shall also report such accidents within the prescribed time

to the competent authorities to whom such report is required to be made by law.

12. COMPLIANCE WITH RULES AND REGULATIONS:

The contractor shall at all times during the currency of the contract conform to and

comply with the regulations and by-laws of the State or Central Government or of the

KPL and of all other local authorities, the provisions, contained in the various labour acts

enacted by the State Legislature and Central Parliament in force and the rules made there


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under including those under Minimum Wages Act, Factories Acts, the Indian Electricity

Act and Rules framed under it, Workmen's Compensation Act, Provident Fund

Regulation Act, Employees Provident Act,1961 and Schemes made under the said act,

Health and Sanitary arrangements for worker and safety code and the Contract

(Regulation and Abolition) Central Rules 1971 etc. for welfare and protection of workers

or for the safety of the public and other insurance provisions. KPL shall not be liable for

the failure of the contractor in conforming to the provisions of the Acts, Rules and

Regulations referred to in the above para and in case of any contravention of the

provision of the Acts, Rules and Regulations etc. The contractor shall keep Employer

indemnified against any loss, cost and damages in the event of any action being taken for

contravention.

13. DEFECTS LIABILITY:

13.1 Defects Liability Period

The contractor shall be responsible to make good and remedy at his own expense within

the period as may be stipulated by the Engineer, any defects which may develop or may

be noticed before the expiry of the period i.e. twelve (12) months from the certified date

of completion and intimation of which has been sent to the contractor within seven days

of the expiry of the said period by a letter sent by hand delivery or by registered post.

13.2 Default of the contractor in compliance:

In case of default on the part of the contractor in carrying out such order, the Employer

shall be entitled to employ and pay other persons to carry out the same and all expenses

consequent thereon or incidentals thereto shall be borne by the contractor and shall be

recoverable from him by the Employer or may be deducted by the Employer from any

moneys due or which may become due to the contractor. The Port also reserves the right,

to encash the Bank Guarantee deposited in the Port favour towards Performance Security

Deposit for recovering the dues, claims, charges etc., payable to the Port by the

Contractor.

13.3 Cost of Remedying Defects:

During the course of the execution of the contract, if any damage is caused to the

Employer's properties by the contractor, the same shall be rectified by the Contractor at

his own cost to the satisfaction of the Engineer within a reasonable time as specified by


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the Engineer.

13.4 Contractor's failure to carry out the rectification of damages caused to the

Employer's property

In case of default on the part of the Contractor in carrying out such rectification of

damages to the Employer's properties within a reasonable time, the Employer shall be

entitled to employ and pay other persons to carry out the same and if such Work is work

which, in the opinion of the Engineer, the Contractor was liable to do at his own cost

under the Contract, then all costs consequent thereon or incidental thereto shall, after due

consultation with the Contractor, be determined by the Engineer and shall be recoverable

from the Contractor by the Engineer, and may be deducted by the Employer from any

monies due or to become due to the Contractor and the Engineer shall notify the

Contractor accordingly. The Port also reserves the right, to encash the Bank Guarantee

deposited in the Port favour towards Performance Security Deposit for recovering the

dues, claims, charges etc., payable to the Port by the Contractor.

14.0 SPECIAL RISKS:

14.1 The contractor shall be under no liability whatsoever whether by way of indemnity or

otherwise for or in respect of destruction of or damage to the works (Save any work

condemned under the provisions of Section-4, Part-III, clause6.1, "Removal of

improper works and material" and default of contractor in compliance with that hereof

prior to the occurrence of any special Risks hereinafter mentioned) or temporary works or

to property whether of the Employer or third parties or for in respect of injury or loss of

life which is the consequence whether direct or indirect of war, hostilities (whether war

be declared or not) invasion, act of foreign enemies, rebellion, revolution, insurrection or

military or usurped power, civil war or (otherwise than among the contractor's own

employees) riot, commotion or disorder (hereinafter comprehensively referred to as "the

said special risks").

14.2 Projectile, missile etc:

Destruction, damage, injury or loss of life caused by the explosion or impact whenever

and wherever occurring of any mine, bomb-shell, grenades or other projectile, Missile,

ammunition or explosive of war shall be deemed to be a consequence of the said Special


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Risks.

14.3 Increased costs arising from special Risks:

The Employer shall reimburse to the contractor any increased cost of or incidental to the

execution of the works (other than such as may be attributable to the cost of

reconstructing work, condemned under the provisions of Section-4, Part-III, clause6.1,

"Removal of improper works and material". Default of contractor in compliance to

that thereof prior to the occurrence of any special risks) which is howsoever attributable

to or consequent on or the result of or in any way whatsoever connected with Special

Risks (subject however to the provisions of this clause hereinafter contained in regard to

outbreak of war) but the contractor shall as soon as such increase of cost shall come to his

knowledge, forthwith notify the Engineer thereof in writing.

14.4 Outbreak of war:

If during the currency of the contract, there is an outbreak of war (whether war is

declared or not) in any part of the world which whether financially or otherwise

materially affects the execution of the works, the contractor shall unless and until the

contract is terminated under the provisions contained in this clause, use his best

endeavours to complete the execution of the works provided always that the Employer

shall be entitled at any time after such outbreak of war to terminate this contract by

giving notice in writing to the contractor and upon such notice being given, this contract

shall (save as to the rights of the parties under this clause and to the operation of Clause,

"Settlement of disputes by arbitration" hereof) terminate but without prejudice to the

rights of either party in respect of any antecedent breach thereof.

15.0 DATE OF COMMENCEMENT AND COMPLETION OF WORK:

The work shall be taken to have been commenced from the date on which the contractor

takes over the site or the twenty first (21)st days of receipt of the letter of acceptance by

the contractor, whichever is earlier and the contractor shall complete the works within

Eighteen months from this date.

16.0 TAKING-OVER CERTIFICATE:

16.1 When the whole of the Works have been fully completed and have satisfactorily passed


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any Tests on Completion prescribed by the Contract, the Contractor may give a notice to

that effect to the Engineer also after full filling the requirements as specified in Clause 3,

Part-I, Section -4. Such notice shall be deemed to be a request by the contractor for the

Engineer to issue a Taking-Over Certificate in respect of works. The Engineer shall

within Thirty (30) days from the date of delivery of such notice either issue to the

Contractor a Taking over Certificate or give instruction in writing to the Contractor

specifying all the works, which in the Engineer's opinion is required to be done by the

contractor before the issue of such certificate. The Contractor shall be entitled to receive

such Taking-Over Certificate within Thirty (30) days of completion, to the satisfaction of

the Engineer, of the works so specified and remedying any defect so notified.

17.0 SUPPLY OF MATERIALS:

No materials will be supplied free by the KPL unless otherwise stated elsewhere and it is

the responsibility of the contractor to procure and supply all the materials required for the

work at their cost.

18.0 SERVICE AVAILABLE AT COST:

18.1 Supply of water for the works:

The contractor shall make his own arrangements to get usable water at his own cost from

outside.

18.2 Electricity Supply for Works:

Electrical power required by the contractor will be provided from the Substation to the

extent that can be conveniently spared by the company from time to time. The KPL will

provide the power in the grade of 3 phase, 440 volts.

1. The power point will be provided at the Substation or at the nearest pillar box.

2. The contractor has to make his own arrangement for the cable required to extend the

power supply to the load point, energy meter of the rated capacity, control switch and

other safety devices.

3. The power cables shall be properly laid and the switch board shall be erected as per

the electricity rules and guidelines.

4. Power supply will be provided after the inspection of the installations by the KPL

Engineer.


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5. Electrical safety regulations shall be strictly followed.

6. A caution deposit of Rs.350/ KVA of maximum demand to be paid initially to

Employer which is refundable after surrendering the power supply. Each month

Rs.350/ KVA of maximum demand charges plus unit consumption charges of

Rs.8.40/- per unit for the actual units consumed plus GST @ 18 % will be collected

on monthly basis.

7. The above rates are subjected to change from time to time as and when the

TANGEDCO effects the tariff changes.

19.0 SUPPLY OF DRINKING WATER

The contractor has to make his own arrangements and no drinking water will be supplied

by the Employer.

20.0 WATER AND FUEL FOR PLANTS AND MACHINERY

The contractor shall make his own arrangements for the supply of water, fuel, etc., at his

own cost for the plants and machinery etc.

21.0. FINANCIAL BACKGROUND

The work covered under this contract is a time bound work and the work will have to be

completed within the stipulated period. The contractor shall be financially sound so as to

ensure sufficient cash flow for the monthly work.

22.0 MODE OF MEASUREMENT AND PAYMENT

The mode of measurement and payment are described in the "Preamble to Bill of

Quantities", Section 7 of Volume III.

23.0 GENERAL CONDITIONS RELATING TO WORKS

23.1 ASSISTANCE FOR ENGINEER

The contractor shall provide the Engineer at all times during the contract period sufficient

and qualified personnel to assist the Engineer in this duties to carry out or check any work

and / or measurement of works. The contractor is also to provide the engineer with


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necessary survey instruments and computers etc., as directed for inspection or

measurement of the works by the Engineer.

23.2 SAFETY OF ADJACENT STRUCTURES OF WORKS

In pursuance of the conditions of contract the contractor or his representative shall

provide and erect to the approval of the Engineer such supports as may be required to

protect efficiently all structures or works in the vicinity of working area or otherwise take

such permanent measures to protect the structures or works. Any damage to the structures

shall be made good by the contractor without delay as directed by the Engineer at his cost.

23.3 EXPATRIATE PERSONNEL

The contractor shall make his own arrangement to obtain immigration or any other

approval required for his expatriate personnel.

23.4 UNAUTHORIZED PERSONS

No unauthorized persons will be allowed at the site. The contractor shall take steps to

prevent trespass and prevent unauthorized persons from entering and / or being on the

site. All the personnel will be required to wear their security passes as per requirements of

local / port authorities. Access shall be limited to the area they are working in and allowed

by local / port authorities. Such passes shall be arranged sufficiently in advance both for

men as well as vehicles and shall be renewed as and when required. Non-availability of

passes or personnel to carry out the job within the stipulated time period shall not be

considered as a plea for extension of time or extra cost.

23.5 FIRE FIGHTING ARRANGEMENTS

a) The contractor may be subjected to periodic fire prevention inspections by local fire

prevention authorities / Port Marine Department. Deficiency or unsafe condition shall

be corrected at the cost of the contractor and the approval of the Engineer and the Port

Marine Department.

These fire prevention inspections will include but are not limited to the following:

i) Proper handling, storage and disposal of combustible materials, liquids and waste.


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ii) Work operations, which can create fire hazards.

iii) Access to fire fighting equipment.

iv) Type, size, number and location fire extinguishers or other fire fighting

equipment.

v) Inspection and maintenance of records for extinguishers.

vi) Type, number and location of containers for the removal of surplus materials and

rubbish.

vii) General housekeeping.

b) While carrying out works inside the Port area, the contractor shall isolate the zone

under his occupation in consultation with the Marine Department. Smoke from

welding etc., should be kept to minimum to ensure that false alarms are not raised.

23.6 FIRST AID FACILITIES

The contractor shall provide and maintain upon the work sufficient proper and efficient

life saving appliances and first aid equipment to the approval of the Engineer and in

accordance with the requirements of International Labour Organization (I.L.O.)

Convention No.62. The appliances and equipment shall be available for use at all times.

For work carried out within the dock area or in the vicinity of any wharf or quay, the

contractor shall abide by all the provisions of the Dock Workers (Safety, Health and

Welfare) Scheme, 1961. The contractor's particular attention is drawn to Clause 12 of

Section 2 of the above said Regulation in respect of erection and maintenance of staging.

Contractor shall indemnify the Port from the cases booked by the Labour Enforcement

Officer (L.E.O.) for his (contractor's) negligence. The contractor shall at his own

expense, provide adequate First aid services on the site including trained first aid staff

during all working hours. The contractor shall also make necessary arrangements with a

local hospital and with doctors so that his sick or injured persons may receive the best

available medical treatment with a minimum billing at any hour of the day or night. For

this purpose, he shall provide a suitably equipped ambulance.

23.7 SITE REGISTER

For the purpose of quick communication between the Engineer and the contractor, site


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register shall be maintained at site in the manner as described below: Any

communication, relating to the works may be conveyed through records in the Site

Registers, such as communication from one party to the other shall be deemed to have

been adequately served in terms of Clause 61.1 of Section 2 of the Conditions of

Contract. Each Site register shall have machine numbered pages in triplicate and shall be

carefully maintained and preserved by the contractor and shall be kept in the office of the

Engineer. Any instruction or order which the Engineer may like to issue to the contractor

may be recorded by him in the Site Register and two copies thereof taken by him for his

record.

23.8 PROGRESS PHOTOGRAPHS

The contractor shall arrange to take Progress Photographs and videos regularly at his

cost; the positions from which the photographs/videos are to be taken shall be directed by

the Engineer. The contractor shall submit on monthly basis minimum one set of color

photographs (size 15cm x 10cm) containing 12 photographs in albums and also in CD

form both photos and videos. Prints may not be reproduced without the approval of the

Engineer. No extra rate shall be paid for this purpose and the quoted rate is deemed to

cover the cost of this item also.

23.9 CONSTRUCTION RECORDS

The contractor shall keep and supply to Engineer full and accurate records of the

dimensions and positions of all new work and any other information necessary for the

Engineer to be able to prepare completion drawings, recording details of the work as

constructed.

23.10 TEMPORARY FENCING

The contractor shall at his cost provide and maintain temporary fencing both fixed and

movable type and gates to adequately enclose all boundaries of the site office / site

workshop, site stores etc., including security and in accordance with the requirements of

the Engineer and regulations of local authorities. These shall be altered, relocated and

adopted from time to time as necessary and removed on completion, all expenses in this

connection shall be borne by the contractor.


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23.11 TEMPORARY ACCESS

Access shall be provided to the site by the contractor from the nearby main road at no

extra cost as directed by the Engineer or his representative. The contractor shall be

responsible for proper maintenance of this access road and take all care to see that the

existing services if any are maintained in working order. The contractor shall provide

temporary access / approach if necessary, otherwise shall maintain the existing roads

being used by him.

23.12 LICENSE, PERMITS, ETC.,

The contractor shall make his own arrangements for obtaining all necessary licenses,

permits etc. that he may require during the progress of the works. The contractor shall

have adequate supply of necessary materials from the very beginning to ensure that no

serious delay or holdup occurs in the execution of works.

23.13 EXISTING SERVICES

The contractor's attention is drawn to the possibility that there might be existing

underground or overhead services & service line inside and around the port areas i.e.,

within the site of the proposed works. It is the contractor's responsibility to work

cautiously and carefully so that these are not damaged. Any damage to the services shall

be repaired and restored immediately as directed by the Engineer without any extra cost.

The contractor is required to ascertain and allow in his cost for any rerouting of the

services that may be necessary for the due execution of the contract and any claim

resulting from his failure to do so will not be admitted.

23.14 SAFETY AND SECURITY MEASURES

a) The method of work for successful completion of work shall be at the sole discretion

of the contractor. The contractor shall take all preventive and precautionary measures

to ensure complete safety of all site personnel, inhabitants of the buildings including

any third party, together with all buildings on or around the site. Temporary and

permanent including adjacent building and buildings completed or partly completed

by any third party, till satisfactory completion of work in respect to each existing


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building.

b) The contractor shall comply with all applicable Laws, Regulations and Standards.

The contractor shall be responsible for the co-ordination of all safety matters and

shall promptly comply with any specific safety instructions given by the Engineer or

by the respective authorities.

c) When any work is performed at night or where day light is shut off or obscured, the

contractor shall, at his cost provide appropriate lighting facilities to continue

execution and permit inspection. During such periods the access to the place of work

shall also be clearly illuminated. All wiring for electric lights and power shall be

installed and maintained, securely fastened in a place at the points and shall be kept

away as far as possible from telephone and signal wires. All wiring shall be subject to

approval by the Engineer.

d) The contractor shall adequately safeguard the site, products, materials, plant and the

works from damage and theft. The contractor shall provide his and his sub

contractor's staff and work people with permits required for admittance to restricted

areas. In relation with this contract the following shall be observed.

i) Any security procedures as demanded by local authorities / Port such as passes,

badges interruptions to work, etc., shall be strictly adhered to.

ii) The cost for security measures under this Clause shall be borne by the contractor.

23.15 MAINTAINING UTILITY AND SERVICES

The contractor shall not damage, close or obstruct any utility areas, roads, Port traffic or

other property until permits thereof have been obtained. If facilities are closed,

obstructed, damaged or rendered unsafe by contractor's operation, the contractor shall, at

his own cost, make such repairs and provide such temporary guards, lights and other

signals or as necessary or required for safety and as will be acceptable to the Engineer

and / or the Employer of the utility, highway, road or other property.

23.16 FACILITIES, ATTENDANCE ETC., ON NOMINATED SUB CONTRACTORS


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The contractor shall allow for the provision of facilities, attendance etc., for the

nominated sub-contractors. These facilities, attendance etc., include:

a) Storage facilities for plant and equipment and products and materials.

b) The use of sanitary accommodation, medical and welfare facilities.

c) Watching and lighting and protection of their work as necessary.

23.17 LIMITATION OF OPERATIONS

The contractor shall refrain entering area of the site not allocated to him unless he obtains

the prior written approval of the Engineer and appropriate authorities. Should the

contractor wish to make use of any adjoining or property of offices or halls, he shall first

obtain the written clearance / consent of the Engineer and then shall apply to the

appropriate authority for permission to us the area. If such permission is granted, the

contractor may make use of the area thus permitted to use, but on completion shall clear

away and make good any damage at his own expense and pay all costs and charges in

connection therewith. The contractor shall be solely responsible to obtain required

permits / authorization from other agencies/ Departments for the due performance of the

contract and delay if any arising thereof shall not be quoted as reason for extension of

time and consequent additional cost. The Contractor has to comply with all Port

operational procedures set forth by Port Authorities as and when required at his own cost.

23.18 WORK PROGRAMME FOR AREAS WITH RESTRICTED ACCESS

Work to be carried out inside the seaport shall be so programmed to ensure, that the time

period required to carry out the entire activities is minimum. All advance preparations

with regard to approvals, procurement of all materials, plant, personnel etc., shall be

make the achieve the targets, this may call for working continuously or at unscheduled

hours as directed and approved by the Engineer.

23.19 NOISES AND DUST CONTROL

The contractor shall take all necessary precautions in reducing noise and dust caused by

Plant and minimum acceptable level by means of mufflers, silencers, screens and the like.

23.20 ACCESS TO CONTRACTOR'S PLANTS, WORKS, SURVEYING ETC.,


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The Engineer shall have at all time during working hours access to the Contractor's plant

workshop etc., and shall have the right to call for an obtain any information regarding the

maintenance and operation of plant, progress of works, etc., from the contractor. For

making such visits to the Plant etc., the contractor shall make available to the Engineer a

suitable transport facilities provided for the purpose.

23.21 Clearance of site on completion

All the completion of the contract the contractor shall remove at his own cost all anchors,

chains, wires and any other equipment, plant or materials introduced by him.

******


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SECTION - 4

TECHNICAL SPECIFICATION OF

MATERIALS AND WORKS


Page 105 of 191

SECTION - 4 - TECHNICAL SPECIFICATION OF MATERIALS AND

WORKS

Clause


PART -I - MATERIAL AND WORKMANSHIP

1.0 General provision 109

1.1 Standards 109

1.2 Standard Products 109

2.0 Test certificates 110

3.0 As-built drawing 110

4.0 Works to be kept dry 110

5.0 Materials and workmanship 110

5.1 Quality of materials, workmanship and testing facilities 110

5.2 Sampling 111

5.3 Testing 111

5.4 Prevention of damage to materials 111

5.5 Costs of compliance 111

5.6 Compliance - No reason for extension of time 112

5.7 Inspection before concealment 112

6.0 Levels and dimensions 112

7.0 Setting out 113

7.1 Setting out the works 113

7.2 Checking of setting out 113

7.3 Data for setting out the works 113

8.0 Conditions of site 113

PART -II - SPECIFICATION OF MATERIALS

2.0 Cement 115

3.0 Grading of aggregates 117

4.0 Works tests on aggregates 118

5.0 Water 118

6.0 Steel 119


Page 106 of 191

PART - III - SPECIFICATION OF WORKS

Clause


1.0 Design mix concrete 121

1.1 Definition 121

1.2 Materials 121

1.3 Data for preliminary Mix Design 121

1.4 Proportions of materials 121

1.5 Trail mixes and preliminary tests 122

1.6 Approval of Design Mix 123

1.7 Ready mix concrete 123

1.8 Weigh batching and mixing 123

1.9 Water and slump tests 126

2.0 Work cube tests 126

6.1 Removal of improper works & material 127

6.2 Default of the contractor in compliance 127

PART - IV – CONCRETE

1.0 Scope of work 129

2.0 Materials and testing 129

3.0 Concrete additives 129

4.0 Concrete cores 130

5.0 Water and slump tests 131

6.0 Placing and compaction 131

6.1 Preparatory works 131

6.2 Placing of concrete 132

6.3 Placing in layers 134

6.4 Compaction of concrete 134

6.5 Placing concrete on previously executed work 135

6.6 Concreting in unfavorable weather 136

6.8 Record of concreting 137

6.9 Faulty work 137

7.0 Shuttering 138


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7.1 Drawings and calculations 138

7.2 Dimensional tolerances 138

7.3 materials for shuttering 138

7.4 Fixing of shuttering 139

7.5 Back shuttering 139

7.6 Internal ties 139

7.7 Coating to prevent adhesion 139

7.8 Cleaning and re-using shuttering 140

7.9 Removal of shutters 140

7.10 Curing of concrete 141

8.0 Joints 142

8.1 Construction joints 142

8.2 Expansion joints 143

8.3 Sealing of joints 143

9.0 Finishing concrete surface 144

10.0 Steel reinforcement 144

10.1 Materials 144

10.2 Bending and cutting schedules 145

10.5 Lapping of bars 145

10.6 Fixing of reinforcement 146

PART - V – PRECAST CONCRETE

1.0 Precast concrete units 148

2.0 Quality and Tests on concrete 149

3.0 Cast-in parts 149

4.0 Transport, storage and placing 149

PART - VI – HARDENING THE AREA BY USING PAVING BLOCKS

1.0 Scope 151

2.0 Excavation 151

3.0 Disposal of surplus earth 152

4.0 Sub-grade / Sub-base course 152

4.1 General 152


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5.0 Sand layer 152

6.0 Concrete paving blocks 152

6.1 Specification of paving concrete blocks 152

6.2 Method of testing 153

6.3 Laying of paving blocks 154

PART – VII – SPECIFICATION FOR ROAD WORKS

1.0 Preamble 155

1.1.1 General 155

1.1.2 Inclusive documents 155

1.1.4 Measurement and payment 155

1.1.5 Defective works 157

1.2 Site information 157

1.2.3 General climatic conditions 157

1.2.4 Seismic zone 158

1.2.5 Exposure conditions at site 158

2.0 General requirements 158


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SECTION - 4

PART I - MATERIAL AND WORKMANSHIP

1. GENERAL PROVISION

1.1 STANDARDS

Unless otherwise specified in the Contract, the relevant provisions of the appropriate

Bureau of Indian Standards / Indian Road Congress shall apply for all materials and

workmanship. Where relevant BIS / IRC Standards do not exist, the latest version of the

relevant British Standard Specification or Standard of the American Society for Testing

Materials shall apply. Equivalent standards from other countries may be used provided

they are demonstrated to be equal to or more onerous than the standard quoted. In

such a case, the standard shall be provided with an acceptable translation.

IRC : Indian Road Congress

IS / BIS : Indian Standards

BSS : British Standard Specification

Cp : British Standard Code of Practice

ASTM : Standard of the American Society for Testing Materials

AASHTO : American Association of State Highways and Transportation

Officials

CAN / CSA : Canadian Standards Association

1.2 STANDARD PRODUCTS

If mention is made in the Contract of named products of individual manufacturers, this

indication of the standard or type and workmanship of goods, which are satisfactory to

the Engineer. The Contractor may substitute similar Products of at least equal quality and

suitability, subject to the approval of the Engineer provided that the Contractor has

submitted with his Tender proposals for such substitution with full particulars of the

proposed alternative products; otherwise, the Contractor's proposals may not be

considered. Proposals by the Contractor for the supply of manufactured products shall be

accompanied by certification that the manufacture's products are approved by the relevant

standards authority.


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2 TEST CERTIFICATES

Where specified, each consignment of materials or products intended for use in the

Permanent works shall be accompanied by a manufacturer's test certificate showing that

it conforms in all respects to the appropriate standards and specifications. If no such

certificates are enclosed, the Engineer shall have the materials or products tested by a

nominated testing authority. The costs of such tests shall be borne by the Contractor.

3 AS-BUILT DRAWING

During performance of work under this contract, the Contractor shall keep at the site of

the works, records as a set of transparencies which shall be kept marked up in detail to

indicate such changes or additions as may be requested by the Engineer or required to

suit field or other conditions. Whenever, requested by the Engineer during the execution

of the works, the contractor shall submit copies of these up to-date drawings. After

completion of the project in all respects, the contractor shall submit as-executed drawings

incorporating all changes made by the Engineer during execution, in the form of CDs

along with one set of hard copies.

4 WORKS TO BE KEPT DRY

If certain parts of the Works or Temporary works are liable to flooding at any stage, the

Contractor shall be responsible for preventing such flooding and for promptly rectifying

any damage to the works or Temporary works so occasioned by flooding

5. MATERIALS AND WORKMANSHIP

5.1 QUALITY OF MATERIALS, WORKMANSHIP AND TESTING FACILITIES

All materials intended to form or forming part of the works. All workmanship and all

work under the Contract shall be in accordance with the Contract and with the

instructions of the Engineer. Those materials, which shall conform to the relevant

standards, shall be subject to the approval of the Engineer and shall be subjected from

time to time to such tests as the Engineer may direct. Tests shall be carried out either at

the contractor's laboratory or at any other place as directed by the Engineer. The

Contractor shall provide without delay, all such attendance, assistance, facilities and


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equipment as are required for examining, measuring, sampling and testing of work and

the quality, weight and quantity of materials and things intended to form or forming part

of the works as and where required by the Engineer. The Contractor shall re do/replace

such work, materials and things rejected by the Engineer.

5.2 SAMPLING

Samples shall be taken in accordance with the relevant standards and in such a way and

number that they can be considered to be representative of the full quantity of materials

from which they are taken. Samples submitted for approval of materials to be supplied, or

of the standard of workmanship and subsequently approved will be kept by the Engineer's

Representative who may reject all materials or workmanship not corresponding in quality

and character with the approved samples. Suitable labeled boxes or containers for the

transport and storage of samples shall be provided by the Contractor.

5.3 TESTING

All materials intended to form part of the Works shall, unless otherwise directed by the

Engineer, be tested in accordance with relevant standards and with the requirements of

this specification. The contractor shall carry out such tests of his own as is necessary to

ensure compliance with the Specifications.

The Contractor shall be entitled to be represented at all tests carried out by or on behalf of

the Engineer in order to determine whether workmanship and materials meet the

requirements of the Specifications. Sufficient notice shall be given to the Contractor to

enable him should he so wish to be present during any control test. Should the Contractor

not wish to witness or be present at any control test, it shall be assumed that the

Contractor accepts the validity of the results of that test.

5.4 PREVENTION OF DAMAGE TO MATERIALS

The Contractor shall take adequate measures to prevent damage, contamination and the

like at any stage and by any cause to all materials intended to form part of the works.

5.5 COSTS OF COMPLIANCE

The costs incurred by the Contractor in complying with the provisions of Clause 5 shall


Page 112 of 191

be borne by the Contractor provided that the Employer shall reimburse to the Contractor.

- The cost of testing if the testing is ordered by the Engineer to be carried out by an

independent person or agency at any place other than the Site or the place of

manufacture or fabrication of the materials or things to be tested and is not

specifically required by the Contractor to be carried out by an independent person or

agency.

- The cost of core drilling if such drilling is required by the Engineer to obtain samples

from the Works and not specifically required by the Contract;

- Such cost if any, of finished or partially finished work is ordered by the Engineer to

be tested under load to ascertain whether the design of such work is appropriate for

the purposes which it is intended to fulfil and such test is not clearly intended or

provided for in the contract.

Notwithstanding the above provisions, the costs incurred by the Contractor in complying

with the provisions of this Clause shall entirely be borne by the Contractor if the test

shows workmanship, materials or things not in accordance with the provisions of the

Contract or the Engineer's instructions.

5.6 COMPLIANCE - NO REASON FOR EXTENSION OF TIME

Compliance by the Contractor with the provisions of this Clause shall not give the

Contractor any right to extension of time for the completion of the works.

5.7 INSPECTION BEFORE CONCEALMENT

Whenever work requiring inspection or testing is subsequently to be concealed, due

notice shall be given to the Engineer so that inspection may be made or tests witnessed

before concealment. Failure to give such notice may necessitate the Contractor's

uncovering the work for inspection purposes and reinstating it all at his own expense.

6. LEVELS AND DIMENSIONS

The Contractor shall carryout his own surveys and measurements to verify existing levels

and dimensions of existing features shown on the drawings, as and when deemed

necessary by him. Wherever dimensions or levels are shown on the Drawings such


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dimensions or levels shall take precedence over dimensions scaled from the Drawings

and scaled dimensions shall be used only in the absence from the Drawings and/or

elsewhere of other more precise information. Large scale Drawings shall be used in

preference to drawings of a smaller scale. In the event of discrepancies between the

Drawings and the specifications, the specifications shall have precedence over the

Drawings. Whenever there is any doubt or in-consistency regarding the levels/datum's

etc., indicated in the drawings, the same shall be got clarified from the Engineer before

proceeding with the works. The Engineer's decision will be final and binding on the

contract.

7. SETTING OUT

7.1 SETTING OUT THE WORKS

Setting out the works shall be done by the Contractor by such dates as to permit timely

commencement of the work. The Contractor shall furnish, install and maintain all

markers, buoys, shore beacons and other items necessary to define the works. The setting

out of the Works under Contract shall be executed by the Contractor with the Engineer's

Representative in attendance.

7.2 CHECKING OF SETTING OUT

The Contractor shall provide the Engineer's Representative with sufficient equipment,

duly calibrated in the field, labour and materials to enable the Engineer's Representative

to check the Contractor's setting out, at any time the Engineers' Representative may

direct.

7.3 DATA FOR SETTING OUT THE WORKS

The levels shown in the Drawings are referred to Chart Datum (C.D.) unless otherwise

stated in the Drawings. Prior to commencement of work, the Contractor shall engage a

qualified Surveyor to check the locations and levels of the existing reference points at the

Site and install additional reference points for his works, which will not be affected by

construction operations. Coordinates and levels of existing reference points will be

provided by the Engineer but the Contractor shall carry out all additional survey and

leveling work necessary for setting out the works in fulfillment of his obligations.


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8. CONDITIONS OF SITE

Before carrying out any work, the Contractor shall inspect the Site in conjunction with

the Engineer's Representative to establish its general condition which shall be agreed and

recorded in writing, and where, in the opinion of the Engineer or his Representative it is

deemed necessary, by means of photographs.

The boundary of the land provided for the execution of the works will be defined by the

Engineer's Representative and the Contractor shall provide erect and maintain from

commencement to final completion, approved markers indicating the boundary of the

working area at regular intervals as the Engineer's Representative may require.

******


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SECTION - 4

PART II - SPECIFICATION OF MATERIALS

1 The goods or materials to be supplied by the contractor shall be of the quality or sort

specified and in every respect equal and answerable to the pattern or samples submitted by

him for approval of the Engineer or his representatives.

2 Cement:

2.1. The contractor shall procure either 53 grade (conforming to IS 12269) or 43 Grade

(conforming to IS 8112) Ordinary Portland Cement or any other special grade/quality of

cement as required for the work, from reputed manufacturers of cement such as Ultra tech,

Birla, ACC, India Cements, Madras Cements, Chettinadu Cements, Dalmia Cements or

any other equivalent brands as approved by the Engineer.

In case of non availability of Ordinary Portland cement, Portland pozzolana cement

confirming to IS 1489 shall be used with suitable admixtures to attain the required strength.

2.2. Supply of cement shall be made in 50-Kg bags bearing manufacturer's name and BIS

marking. Every consignment of cement shall be accompanied with the manufacturer's test

certificate with the following specific information / details:

i. The complete test results conducted for the specifications mentioned in the

contract.

ii. Reference to the supplies made on the strength of the test certificate sent to the

Trust.

iii. The competent officer of the supplier should authenticate all the entries made

in the test certificate.

The test certificate can be either original or photo copy duly authenticated by a responsible

official of the supplier.

2.3 If so desired or if the cement so supplied is not accompanied with such test certificates,

samples of cement procured by the contractor shall be taken by the Engineer's

representative and got tested in accordance with provisions of relevant BIS codes. In case,

test results indicate that the cement arranged by the contractor does not conform to the

relevant BIS codes, the same shall stand rejected and shall be removed from the site by the

contractor at his own cost within a week's time from the date of written order from the


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Engineer or his representative to do so.

2.4 The cement shall be brought to site in bulk supply of approximately 10 tonnes or as

decided by the Engineer or his representative.

2.5. The cement shed with a capacity to store a minimum of 200 bags of cement or as decided

by the Engineer or his representative shall be constructed by the contractor at the site of

work for which no extra payment shall be made. The contractor shall be responsible for the

watch & ward and safety of the cement godown. The contractor shall facilitate the

inspection of the cement godown by the Engineer or his representative at any time.

Thatched shed shall not be permitted.

2.6. If the consignment is not accompanied with manufacturer's test certificate or any additional

test ordered by the Engineer's representative at random the contractor shall supply free of

charge the cement required for testing. The cost of tests shall be borne by the

contractor/department in the manner such indicated below;

i) By the contractor if the results show that the cement does not conform to relevant

BIS codes or the cement supplied by them is not accompanied with manufacturer test

certificate leading to testing of cement at site.

ii) By the Department if the retest results carried out at site show that the cement

conforms to relevant BIS codes.

2.7. The requirements of cement shall be calculated on the basis of the standard formula for

consumption of cement as laid down by the Engineer or his representative and over this

theoretical quantity, the variation allowed shall be plus or minus 2% only.

2.8. The actual issue and consumption of cement on work shall be regulated and proper

accounts maintained. The theoretical consumption of cement shall be worked out on the

standard formula as laid down by the Engineer or his representative. Over this theoretical

quantity shall be allowed a variation of minus 2%. In the event of it being discovered that

the quantity of cement used is less than the quantity ascertained as hereinbefore provided

(allowing variation on the minus side as stipulated above), the cost of quantity of cement


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not so used shall be recovered from the contractor at the local market rate prevailed during

that time.

2.9. Cement brought to site and cement remaining unused after completion of work shall not be

removed from the site without the written permission of the Engineer or his representative.

2.10 A Copy of the manufacturer's test certificate showing conformity of the particular

consignment to BIS specifications in addition to the invoice and bills shall be submitted by

the contractor for the supply of cement.

3.0 Grading of Aggregates

i. Fine Aggregate:

Aggregate most of which passes through 4.75mm IS sieve is known as fine aggregate.

Fine aggregate shall consist of natural river sand / M sand conforming to IS: 383. It

shall be hard, durable, chemically inert, clean and free from adherent coatings, organic

matter etc. and shall not contain any appreciable amount of clay balls or pellets and

harmful impurities e.g. iron pyrites, alkalies, salts, coal, mica, shale or similar laminated

materials in such form or in such quantities as to cause corrosion of metal or affect

adversely the hardening, the strength, the durability or the appearance of mortar, plaster

or concrete The grading of fine aggregate for concrete shall be within the limits of either

zone I or zone II of the IS 383, table 4.

ii. Coarse Aggregate:

It shall consist of naturally occurring granite (broken stone) stones. It shall be hard,

strong, dense, durable and clean. It shall be free from veins, adherent coatings, and

injurious amounts of disintegrated pieces, alkali, vegetable matter and other deleterious

substances. It shall be roughly cubical in shape. Flaky and elongated pieces shall be

avoided. The overall grading of the coarse aggregate, viz., graded aggregate of nominal

size 20 mm shall conform to the requirements specified in IS 383. The contractor shall,

if required by the Engineer, obtain the specified grading by combining single aggregates

in proportions to give the specified grading.

iii. Storage of Aggregates:

Each size of fine and coarse aggregates shall be stored in separate areas covered with


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metal sheets, concrete or other hard and clean surface, which shall be self-draining and

protected from contamination by earth or other deleterious matter. All roads from

source to storage areas and between and around storage areas shall be metalled in such a

way, that no mud or other contamination for aggregates can stick on the tyres of the

transporting equipment for aggregates. Fine and coarse aggregates shall be stored in

such a way so as to avoid intermixing of different aggregate sizes.

4. Works Tests on Aggregates:

During the course of the Contract, fine and coarse aggregates shall be tested at site as often

as required by the Engineer and at the Contractor's expense. Tests shall be carried out in

accordance with the methods specified in Table: 1 below, unless otherwise ordered by the

Engineer.

TABLE 1 WORKS TEST ON AGGREGATES

Sl.No Test Method of Test

1 Particle size IS 2386 Part I

2 Silt content by field settling test IS 2386 Part I

3 Moisture content IS 2386 Part III

4 Organic impurities content IS 2386 Part II

5. Water:

The water used for all purposes throughout the Works shall be free from objectionable

quantities of silt, organic matters, alkali, salt or other impurities.

The water used for mixing concrete and mortar, washing of aggregates and for curing the

concrete, shall be from an approved source and shall contain no deleterious matter which

significantly affects the setting time or strength or durability of the concrete or which has

any effect on the appearance of the hardened concrete by discoloration or efflorescence.

The use of seawater shall not be permitted.

Generally, water for mixing, washing aggregates, curing and rinsing shall be free from oil,

salt and organic impurities and shall not contain more than 500 mg/1 of chlorides as Cl nor

more than 500 mg/1 of sulphates as SO3 at any one same time.


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6. Steel:

6.1. The contractor shall procure steel reinforcement bars conforming to IS 1786-1985 from

main producers such as SAIL,VSP,RINL TISCO or other equivalent firms having ISI

mark as approved by the Engineer’s representative in respect of all supplies of steel

brought by him to the site of work.

6.2 The steel reinforcement shall be brought to site in bulk consignment of 5 tonnes or more or

as decided by the Engineer’s representative. Every consignment of steel shall be

accompanied with the manufacturer’s test certificate with the following specific

information /details:

- The complete test results conducted for the specifications mentioned in the contract.

- Reference to the supplies made on the strength of the test certificate sent to the KPL.

- The competent officer of the supplier should authenticate all the entries made in the

test certificate. The test certificate can be either original or photo copy duly

authenticated by a responsible official of the supplier.

6.3 The steel reinforcement shall be stored by the contractor at the site of work in such away as

to prevent any distortion and corrosion and nothing extra shall be paid on this account.

Bars of different sizes and lengths shall be stored separately to facilitate easy counting and

checking.

6.4 For checking nominal mass tensile strength, bend test, re-bend test etc., specimens of

sufficient length shall be cut from each size of the bar at random and at frequency not less

than that specified below:

Size of Bar

For consignment

below100 tonnes

For consignment

above 100 tonnes

Below 10mm

dia

One sample for each 25 tonnes

or part thereof

One sample for each 40

tonnes or part thereof

10 to 16 mm dia One sample for each 35 tonnes

or part thereof




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Over 16 mm dia One sample for each 45 tonnes

or part thereof



6.5 The contractor shall supply free of charge, the steel required for testing and the cost of tests

shall be borne by the contractor / department in the manner indicate below:

i) By the contractor, if the results show that the steel does not conform to the relevant

BIS code or if the steel supplied by them are not accompanied with manufacturer’s

test certificate leading to testing of steel at site.

ii) By the department, if the retest results carried out at site shows that the steel

conforms to relevant BIS code.

6.6 The actual issue and consumption of steel on work shall be regulated and proper accounts

maintained. The theoretical consumption of steel shall be worked out as per procedure

prescribed below:

Theoretical quantity of steel shall be taken, as the quantity required as per design or as

authorized by the Engineer including authorized Lappages. The cost of the quantity of steel

actually consumed in excess of this theoretical requirement will be borne by the contractor

and no payment will be made for this.

******


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SECTION - 4

PART III - SPECIFICATION OF WORKS

1. DESIGN MIX CONCRETE

1.1 Definition

Design mix concrete is that concrete in which the design mixes i.e. the determination of

proportions of cement, aggregate and water is arrived as to have target mean strength for a

specified grade of concrete. It shall be designed based on the principles given in IS 456, IS

10262 and SP 23 “Hand book on concrete mixes”.

In order to ensure that not more than the specified proportions of test results are likely to

fall below the characteristic strength, the concrete mix has to be designed for higher

average compressive strength and this higher average compressive strength for a specified

grade of concrete is defined as target mean strength.

1.2 Materials

The materials like cement, coarse aggregate, fine aggregate, water etc. required for design

mix concrete shall conform to Section 4 Part II, "Specification of Materials".

1.3 Data for Preliminary Mix Design: (For M 40)

Notwithstanding the foregoing, the Standard deviation should be determined from the test

results as soon as 30 samples are tested.

1.4 Proportions of Materials

Concrete mixes shall be proportioned to give workable, dense concrete, which can be

a) Characteristic compressive strength of concrete at 28 days is 40 N / mm2

b) Degree of workability As per I.S

c) Maximum free Water Cement Ratio As per I.S

d) Minimum cement content 360 kg / m3

e) Type of exposure Extreme

f) Maximum nominal size of aggregate 20 mm

g) Standard deviation of compressive strength of concrete 5 N / mm2


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thoroughly compacted within the shuttering and around reinforcement and other cast in situ

items. The mix proportions for fine and coarse aggregate shall be comply with the

requirements for designed concrete mixes according to IS: 456 for concrete.

The proportions of cement, fine and coarse aggregates and water proposed by the

contractor for use in the works for class of concrete shall be subject to approval by the

Engineer and satisfactory results from the preliminary tests outlined in the following

Clause (Trial Mixes and Preliminary Tests) The contractor shall arrange to carry out

necessary calculations all the tests for determining the class of concrete. The proportioned

weight of coarse aggregate and fine aggregate to produce the concrete of required

strengths.

i. The proportion of cement, aggregate (Fine and coarse) and water to determined.

ii. The sieve analysis of aggregates, which they proposed to use in the works.

iii. Full details of preliminary tests on concrete and

iv. All the calculations relevant to the design of class of concrete mix.

1.5 Trial Mixes and Preliminary Tests

The contractor shall prepare trial mixes using the same type of plant and equipment as will

be used for the works. Trial mixes shall be made for concrete of designation M30 & M40

and from each trial mix preliminary 15-cm concrete test cubes shall be made in sets of

nine, three for test at 7 days and six for test at 28 days.

The preliminary cubes shall be made, cured and tested in accordance with IS 516. The

Contractor shall test them in a nominated laboratory or field laboratory and certified copies

of the results of all tests shall be submitted to the Engineer. Preparation and testing shall be

carried out in the presence of the Engineer if he so desires.

All test should be in conformity with IS 456-2000 in which consistency of the concrete

shall be determined by the compacting factor test in accordance with IS 1199 (latest

version) or other method approved by the Engineer.


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The remainder of the trial mix shall be cast in a steel mould and compacted. After 24 hours

the sides of the mould shall be struck and the surface examined in order to determine

whether or not, in the opinion of the Engineer, an acceptable surface can be obtained using

the mix.

1.6 Approval of Design Mix

When all tests mentioned above for strength, consistency and surface finish are

satisfactory, the mix will be approved by the Engineer. When a proposed mix has been

approved, no variation shall be made in the mix proportions, or in the type, grading zone or

source of any of the constituent without the consent of the Engineer.

1.7 Ready mix concrete

The contractor shall also be permitted to use Ready mix concrete subject to the following

condition:

a) There should not be any deviation of material specification from those listed above.

b) The contractor shall give in writing the details of the agency doing the ready mix

concrete, location, previous experience of the producer etc. and get the approval of

the Engineer or his representative in writing.

c) Engineer's representative shall post a departmental supervisory staff if necessary at

the location of ready mix plant and all the ready mix concrete shall be made only in

his presence. The Port's representative apart from ensuring the mix proportion is as

per the contract condition, shall endorse the trip sheet of the truck conveying the

ready mix concrete. No ready mix concrete shall be accepted at the site unless the

same is accompanied with the authenticated trip sheet and batching summary.

d) The contractor shall provide in writing, the programme of ready mix concrete well in

advance so as to enable the Engineer's representative to post his staff / officer. In

addition, the contractor shall provide necessary assistance at the location of the ready

mix plant to the department's representative to discharge his assigned duties.

1.8 Weigh Batching and Mixing


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The Contractor's arrangements for handling, batching, transporting and mixing of materials

for concrete together with all control procedures shall receive approval in principle from

the Engineer before any concreting work commences on site. Before the commencement of

concreting operations for any particular section of the works, the Contractor shall satisfy

the Engineer that sufficient plant is in working order including adequate stand-by

equipment in order to ensure the proper mixing and production of concrete in the quantity

required to complete the section of the works.

The capacity and location of the main batching and mixing plant(s) shall be such as to

ensure a production rate sufficient for all the construction needs throughout the Contract.

Materials for all concrete classes shall be proportioned by weight in an approved weigh-

batcher and shall be thoroughly mixed in a batch mixer of an approved size and type so as

to ensure a uniform distribution of the materials throughout the concrete.

a) Batching:

Materials shall be weighed to an accuracy of (+)/(-) 2% apart from water which shall

be weighed to an accuracy of (+)/(-) 1%. The weighing mechanism shall be checked

and adjusted monthly and the Contractor shall provide simple and convenient means

for this. He shall supply to the Engineer on request, records of all test checks to be

made to the plant. The Engineer may, at any time, call for a check to be made. The

device for measuring water shall show accurately the quantity added and be so

designed that the water supply will be automatically cut off while water is being

discharged into the mix. Water shall not be added to the mixer until just prior to the

time when the concrete is to be mixed. Due allowance shall be made for the moisture

content of the aggregates and the Contractor shall make readily available to the

Engineer assistance and equipment as required to carry out moisture tests.

b) Mixing:

If cement is delivered in individual bags or containers, the sizes of batches shall be

such that only full bags or containers of cement are used. The type of the mixer must

be in accordance with the maximum nominal size of the aggregate. The materials


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shall be mixed for a period and at a drum speed specified by the manufacturer of the

mixer.

Mechanical means shall be provided for recording the number of revolutions for each

batch and automatically preventing the discharge of the mixer until the materials

have been mixed for the specified minimum time.

The maximum size of the batch shall not exceed the maximum rated capacity of the

mixer as stated by the manufacturer and as stamped on the mixer. The batch size

shall not be less than 75% of the rated capacity of the mixer.

Where small quantities of high class concrete or mortar or cement grout are required

to be used for jointing and grouting of precast units, etc. the Contractor shall, if

ordered by the Engineer, provide small portable covered pan mixers of approved type

for this type of work.

The entire contents of the mixer shall be removed from the drum before materials for

a succeeding batch are placed in it.

The first batch of concrete materials placed in the mixer shall contain a sufficient

excess of cement, sand and water to coat the inside of the drum without reducing the

required mortar content of the mix. Upon cessation of mixing for more than 20

minutes, the mixer shall be thoroughly cleaned and the process repeated.

The Engineer may, at his discretion, forbid the mixing of any concrete if he considers

the ambient temperature too high. The Contractor may also be required by the

Engineer to carry out frequent cleaning of equipment to remove deposits of hardened

or dried concrete, which accrete rapidly at high air temperatures.

The Contractor shall make allowance for all contingencies, which he may consider

necessary for ensuring the production of concrete complying fully with this

specification under any climatic conditions at any time during the contract and to the

entire satisfaction of the Engineer.


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Mixing by hand will not be permitted.

1.9 Water and Slump Tests

Frequent slump tests shall be carried out in accordance with IS:1199 on samples of

concrete taken immediately before placing to determine the consistency of concrete.

2. WORK CUBE TESTS

Sampling & Strength of Designed Concrete Mix and Acceptance Criteria shall be as per

IS: 456-2000 or latest version.

3. The working area should be cordoned off from the rest of the wharf / apron and there

should be no obstruction/hindrance to the handling operations in the vicinity. The newly

constructed structure shall be protected against all traffic usage including that during

construction by providing necessary barricading, danger lights and flags etc., wherever

necessary. Any part of the structure damaged by traffic or other causes occurring prior to

its final acceptance shall be repaired or replaced in a manner satisfactory to the Engineer or

his representative. Traffic shall be excluded from the newly constructed structure for a

period of 14 days. Before the area is opened to traffic, it shall be cleaned.

4. All the works shall be carried out as per the Civil Engineering Works practice with latest

amendments and/or relevant Indian Standard Specification as applicable. All BIS

specification referred to in this schedule shall be the latest version.

5. All works embracing more than one process shall be subject to examination and approval

at each stage thereof and the contractor shall give due notice to the Engineer's

representative when each stage is ready. In default of such notice, the Engineer's

representative shall be entitled to appraise the quality and extent thereof. No work shall be

covered up or put out of view without the approval of the Engineer's representative and the

contractor shall afford full opportunity for examination and measurement of any work

which is about to be covered up or put out of view and for examinations of foundations

before permanent work is placed thereon. The contractor shall give due notice to the

Engineer's representative whenever any such work or foundation is ready for examination


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and the Engineer's representative shall without unreasonable delay, unless he considers it

necessary and advises the contractor accordingly, attend for the purpose of examining and

measuring such work or of examining such foundations. In the event of the failure of the

contractor to give such notice, he shall if required, by the Engineer's representative uncover

such work. The entire cost of such uncovering of work and making good the same

thereafter to the satisfaction of the Engineer's representative shall be born by the

contractor.

Departmental office concerned with the contract shall have powers to inspect and examine

any part of the works any time and the contractor shall give such facilities as may be

required for such inspection and examination.

6.1 Removal of improper works & material

The Engineer shall during the progress of the works have power to order in writing from

time to time the following:

i) The removal from the site within such time or times as may be specified in the order

of any materials, which in the opinion of the Engineer are not in accordance with the

contract.

ii) The substitution of materials not in accordance with the contract by proper and

suitable materials and

iii) The removal and proper re-execution (notwithstanding any previous test thereof or

interim payment thereof) of any work which in respect of materials or workmanship

is not in the opinion of the Engineer in accordance with the contract.

6.2 Default of the contractor in compliance

In case of the default on the part of the contractor in carrying out such order, the employer

shall be entitled to employ and pay other persons to carry out the same and all expenses

consequent thereon or incidental thereto shall be borne by the contractor and recoverable

from him by the Employer from any moneys due or which may become due to the

contractor.

7. As soon as in the opinion of the Engineer, the work has been completed and satisfactorily

passed in the final test that may be prescribed by the contract, the Engineer shall on


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receiving a written undertaking by the contractor, issue a certificate of completion in

respect of the works and the period of maintenance shall commence from the date of such

certificate.

******


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SECTION - 4

PART – IV CONCRETE

1. SCOPE OF WORK

The work covered by this section of the specification includes but is not necessarily limited

to the following:

i. furnishing all plant, labour, equipment, materials and performing all operations in

connection with all the concrete works for the different types of work to be executed

under this contract and where applicable any design and drawing work in connection

herewith

ii. furnishing, placing and removal of shuttering for cast in-situ concrete as well as

precast concrete, including the design and preparations of drawings for the form

work structures.

iii. furnishing and placing of reinforcement steel for cast in-situ concrete as well as

precast concrete.

iv. furnishing all plant, labour, equipment, materials and performing all operations in

connection with the detailed design, construction, transport, storage and erection of

pre-cast concrete beams, slabs.

The mixing, transportation, placing and curing of concrete for in-situ and precast items.

2. MATERIALS AND TESTING

The materials like cement, coarse aggregate, fine aggregate, water etc. required for design

mix concrete shall conform to Section 4 Part - II "Specification of Materials".

3. CONCRETE ADDITIVES

No materials of any description shall be used in any concrete mix other than aggregates,

cement and water as defined in this specification unless specified otherwise or with written

approval of the Engineer in each and every case.

If permitted on works, admixtures for concrete, plaster, damp proof course etc., where

specified shall be from approved standard manufacturers and shall be approved by the


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Engineer. It shall comply with the requirement of IS 2645. It shall be mixed with the

concrete as per manufacturer's recommendation but not exceeding 3% by weight of cement

and as approved by the Engineer.

4. CONCRETE CORES

If the results of the cube tests do not fulfil the requirements as stated in the foregoing

clause, or if, in the opinion of the Engineer defects of workmanship during construction

give rise to doubt as to the strength, durability and/or safety of the structure or part thereof,

supplementary testing shall be performed at the Engineer's request.

If, in the opinion of the Engineer, additional testing is necessary, at least six concrete cores

shall, where ordered by the Engineer, be drilled or cut from the Works and tested in

accordance with IS 516.

The cores shall be appropriately 150 mm in diameter and, where possible have a height /

diameter ratio of two, the correction factor given in IS 516 shall be applied to give the

equivalent strength of a cylinder having a height / diameter ratio of two. If the compressive

strength of the cores, adjusted for height / diameter ratio and age, fails to attain the

characteristic compressive strength at 28 days as specified above, the concrete which they

represent shall be cut out, and replaced to the satisfaction of the Engineer and at no extra

cost to the Employer.

The cost of sampling, drilling or cutting and preparing cores, together with the provision of

equipment and apparatus and the packing and transporting to the field laboratory (if

applicable) and testing, shall be to the Contractor's account unless the results of tests

ordered on the basis of suspected defects in workmanship demonstrate that adequate

quality and strength were achieved during construction, whereupon the Employer shall pay

such costs as are reasonably incurred by the Contractor in complying with the requirements

of this Sub-Clause.


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5. WATER AND SLUMP TESTS

The moisture content of the aggregate shall be determined before concreting begins for the

purpose of assessing the amount of free water to be added at the mixer and the Contractor

shall provide himself with a chart, a copy of which shall be given to the Engineer's

Representative for approval, relating moisture content in aggregate to water to be added at

the mixer for all classes of concrete in use.

The amount of water introduced into the mix shall be strictly controlled and shall be the

minimum amount consistent with achieving satisfactory workability and compaction.

Frequent slump tests shall be carried out in accordance with IS 1199 on samples of

concrete taken immediately before placing to determine the consistency of concrete. The

slumps of the trial mixes shall be recorded for identification purposes and for subsequent

use as a routine check on workability. However, slump shall not be used as an official

measure of the workability of any concrete. Whenever required by the Engineer, checks on

the water content of the fresh concrete shall be executed according to one of the methods

described in IS: 1199 (latest version).

6. PLACING AND COMPACTION

6.1 Preparatory works

The Engineer's approval in writing shall always be obtained before any concrete is placed

in the works. The shutter or area of deposition shall be cleaned as specified in the Clause 7

entitled "Shuttering".

All constructional equipment and materials required, or which may be required, during the

concreting work and for curing, shall be on site and fully prepared for the work. The

Engineer's approval to place concrete will only be given after all these preparations and

other relevant requirements of the specification have been carried out and complied with.

If concreting is to be executed at dusk, night or when otherwise daylight is not sufficient,

the Contractor shall provide sufficient lamps on site so that all elements of the site relevant

for the concreting are well lit.


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Struts, stays and braces within the shuttering, serving temporarily to hold the shuttering for

structures in correct shape and alignment, pending the placing of concrete at their

locations, shall be removed when the concrete placing has reached an elevation rendering

their services unnecessary. These temporary members shall be entirely removed from the

shuttering and not buried in the concrete.

Concrete shall not be placed in the shuttering until the shuttering has been approved by the

Engineer. The Engineer must be given adequate notice by the Contractor to enable him to

inspect any shuttering before placing of the concrete begins.

If necessary and/or directed by the Engineer, the Contractor shall cool any shuttering that

has become overheated or exceptionally dry through prolonged exposure to the sun. The

Contractor shall ensure that all timber shuttering retains sufficient moisture content and

does not become shrunken or warped. All soaking or spraying of shuttering shall be done

with fresh water.

The Engineer may, at his discretion, forbid the placing of concrete in any shuttering which

he judges has become too hot and/or dry that concrete members cannot be satisfactorily

produced there from. No extra payment for cooling or soaking shuttering shall be claimed

and costs incurred by the Contractor due to shuttering becoming too hot or dry shall be

deemed to be included in the rates.

6.2 Placing of concrete

The methods of conveying and depositing concrete shall be such as to prevent segregation

of the materials and shall be approved by the Engineer before concreting begins. Concrete

shall be deposited directly in the work, without the need for re-handling, as soon as

possible and not more than 60 minutes after mixing and in any case, before the initial set

has taken place.

If any delay has occurred after mixing and the concrete has begun to set, it shall not be

used in the works, and shall be removed from the Site. Normally, concrete for structures


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may be deposited by dropping through a maximum vertical height of 1.50 metres without

the use of tubes, provided suitable measures are taken to prevent segregation and

premature coating of upper reinforcing steel. Deposition of concrete at a height of more

than 1.50 metres shall be executed by means of tubes, chutes or other means to the

satisfaction to the Engineer.

Concreting of any section or unit of the work shall be carried out in one continuous

operation and no interruption of the concreting will be allowed without the approval of the

Engineer.

Where deposition of concrete has to be interrupted, precautions shall be taken to ensure

satisfactory adhesion of later batches of concrete to that previously placed.

Where delays of more than one hour occur between successive concreting operations is one

section or unit of work, concreting shall only be resumed when, in the opinion of the

Engineer, the previously placed concrete had ample time to harden and the resulting joint

shall be treated as Construction Joint within the meaning and description of the Clause 8.1

entitled "Construction Joints" hereafter.

At all times when concrete is being placed, a competent steel fixer shall be in continuous

attendance to adjust and correct the position of any reinforcement which may become

displaced.

The Contractor shall take care that during and immediately after depositing the concrete in

the works, the concrete will not be contaminated by dust, organic matter or other foreign

material. Concrete that, in the opinion of the Engineer has been contaminated will be

regarded as defective and shall be dealt with as described in the Clause 6.9 entitled

"Faulty Work".

Transportation of concrete directly over the fixed reinforcement during the depositing shall

not be allowed without proper provisions to avoid displacing or any other harm to the

reinforcement.


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6.3 Placing in layers

Concrete other than tremie concrete shall be deposited in approved quantities and in

horizontal layers of such thickness as to permit thorough compaction, expulsion of air and

incorporation with the layers below. However, in no case may the thickness of the layer be

deeper than 0.30 m. Each layer shall be placed and compacted before the preceding batch

has reached initial set.

If, for unforeseen reasons, it is necessary to stop concreting before completion of the lift,

then construction joints as specified shall be formed and further concreting will be

suspended for at least 24 hours.

6.4 Compaction of concrete

All concrete shall be thoroughly compacted immediately after deposition to expel air and

to ensure that the concrete is in full contact with all containing and embedded surfaces.

Vibrators shall be used for compacting, unless otherwise specified or ordered by the

Engineer.

The type of vibrator to be used is subject to the approval of the Engineer. For concrete

placed in-situ the vibrators shall be of immersion type. Vibrators of the immersion type

shall have a frequency of 5000-8000 vibrations per minute for concrete with a slump of

more than 80 mm and a frequency of 9000-12000 vibrations per minute for concrete with a

slump of less than or equal to 80 mm.

The Contractor shall provide sufficient number of vibrators to properly compact each batch

immediately after it is placed in the formwork.

The Contractor shall also provide at least a 50% duplication of all vibrator equipment as

stand-by during any period of concreting.

Vibrators shall not be allowed to come into contact with the reinforcements or shuttering

and great care shall be taken to avoid over-vibration causing segregation or pockets in the

finished mass. All personnel handling vibrators shall be trained in their proper use.


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Vibrators shall not be applied directly or through the reinforcement to section of layers of

concrete, which have hardened to the degree that the concrete ceases to be plastic under

vibration. It shall not be used to make concrete flow in the formwork over a distance so

great as to cause segregation, and vibrators shall not be used to transport concrete in the

formwork or shuttering.

Every care shall be taken to see that reinforcement and fittings attached to the shuttering

are not disturbed and that no damage is caused to concrete that has already set or to the

internal face of the shuttering by using immersion type vibrators. In areas of congested

reinforcement, it may be necessary to use small diameter pokers and the Contractor shall

supply suitable sizes of pokers for each part of the work.

Vibration of concrete by hammering the shuttering with hard tools shall not be permitted.

Concrete that, in the opinion of the Engineer has been compacted in a way that does not

conform to the specifications as described above will be regarded as defective and shall be

dealt with as described in the Clause 6.9 entitled "Faulty Work".

6.5 Placing concrete on previously executed work

Where concrete is to be deposited against or on top of previously executed work, the

surface of the old concrete shall be thoroughly wire brushed and hacked and cleaned with

water and air under pressure to expose the surface of the aggregate and to remove all

laitance. Special care shall be taken to ensure that the new concrete is thoroughly

compacted and rammed against the old. In certain cases, depending on the grade of

concrete in use, the elapsed time between successive concreting operations and the weather

conditions at the time of recommencing concreting, the Engineer may require the old

concrete surface to be treated differently, including the use of "wash off" and "dry-bond"

techniques, wire brushing etc., The cost of all such preparations shall be included in the

rates.


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6.6 Concreting in unfavourable weather

Concreting will not be permitted during heavy rain or stormy weather. The decision of the

Engineer in this regard is final and binding.

6.7 Until a period of seven days has elapsed from the time of placing the concrete, it shall be

kept protected against direct sunlight, loss of moisture, rapid temperature change, rain and

flowing water, mechanical injury and contamination by air-borne dust and / or sand. This

period may be varied at the discretion of the Engineer. Following completion of the above

period a further period of curing will be required by the Engineer. This may require that

covers, sand layers and the like be kept in place for longer than the 7 day minimum curing

period otherwise specified.

The Contractor's attention is drawn to the importance of starting curing as soon as possible

after placing the concrete.

All methods of curing and protecting freshly placed concrete shall be subject to the prior

approval of the Engineer. These methods may include the use of curing membranes,

watering, damp covers, shades and / or any other precautions acceptable to the Engineer.

Curing membranes, where used, shall be sprayed on the surface of the concrete as soon as

all free water has evaporated from the surface. In the case of shutters, which have been

eased or struck before seven days have elapsed from the date of placing concrete, the

curing membranes shall be applied immediately after the shutter has been removed.

In case rain falls on the newly coated concrete before the membrane has dried sufficiently

to resist damage, or if the membrane is damaged in any other manner, a new coat of the

membrane shall be applied to the affected portions.

The Contractor should note that it is of the utmost importance that all concrete surfaces,

against which further concrete is to be cast, shall be cleaned of all traces of curing

compounds to the satisfaction of the Engineer before commencement of further operations.


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The Contractor shall submit details of the curing procedure be proposes to use prior to

commencement of the concreting works. During very hot weather conditions, the

Contractor may be required to cool and/or wet formwork containing concrete by spraying

with water and this shall be carried out where directed notwithstanding other measures the

Contractor may employ for the curing of the concrete.

All materials, spray equipment and an ample supply of water for curing shall be ready on

site before any concreting starts. The quality of water used for curing shall comply with the

specifications of "Water". Care must be taken to ensure that the temperature difference

between curing water and concrete surface is not large enough to cause adverse surface

temperature gradients in the concrete.

Where concrete surfaces are to be painted or otherwise protectively treated immediately

after removal of the shutters, the Engineer may modify the curing requirements specified in

this clause in such a way as, in his sole opinion, is justified.

Any concrete which exhibits plastic settlement or plastic or drying shrinkage or which in

the opinion of the Engineer has not been properly cured is liable to rejection in which case

it shall be dealt with as described in Clause 6.9 entitled "Faulty Work".

6.8 Record of concreting

The Contractor shall keep on site a complete record of the works showing the time and

date when concrete is placed in each part of the works. This record shall be available at all

times for inspection by the Engineer.

6.9 Faulty work

Any portion of the work, which is honeycombed, or otherwise defective shall on the

written instruction of the Engineer, immediately be cut out and reconstructed in an

approved manner at the Contractor's expense. Plastering of defective work will not be

permitted.


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7. SHUTTERING

7.1 Drawings and Calculations

The Contractor shall submit drawings and substantiate their proposals, showing details of

the shuttering he intends to use, for the approval of the Engineer. The drawings shall show

the material proposed and indicate details of construction, such as sizes of members and

spacing and position of waling, struts, bolts and wedges. Shuttering shall not be

constructed until the drawing and the calculations, if applicable, have been approved by the

Engineer, but such approval shall not relieve the Contractor of the responsibility for the

sufficiency of the shuttering. Any changes or modifications to the shuttering required by

the Engineer shall not entitle the Contractor to any extra payment.

Shuttering shall be of suitable design and substantial construction to carry the loads due to

the wet concrete and any incidental loads without inadmissible bulging, distortion or

deflection. Shuttering should be sufficiently tight to prevent loss of water or mortar from

the concrete. Special attention shall be paid to shuttering where pokers or shutter vibrators

are to be used. All shuttering shall be accurately aligned and have close fitting joints.

7.2 Dimensional tolerances

Unless specifically indicated otherwise on the Drawings tolerances on dimensions of all

finished concrete works shall be +4% and-0% of the design dimensions subject to a

maximum of +10 mm. Deviations in the alignment or position of structural members of the

permanent concrete work shall be within + or -10 mm.

7.3 Materials for shuttering

Shuttering shall be made from good quality plywood or steel. All shuttering shall be

accurately aligned and have close fitting joints. Plywood shall be resistant to penetration by

water and shall be fixed and jointed in such a manner as to give a perfectly smooth and

even finish to the concrete. The outside of steel shuttering must be painted in light colour

to reduce temperature gain due to solar radiation. With the approval of the Engineer,

shuttering may be made from good quality seasoned timber, free from loose knots, shakes

and warped surfaces. This timber shall not be less than 30 mm in thickness and the board


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faces in contact with concrete and the board edges shall be planed smooth and joints shall

be tongued and grooved.

7.4 Fixing of shuttering

Shuttering shall be fixed in perfect line and be truly plane, with no crevices and joints and

shall be securely braced, supported and wedged so as to retain its position without

displacement or deflection during the placing and compaction of the concrete. Joints in

shuttering shall be made so that no leakage of grout can occur from the concrete. All joints

shall be either horizontal or vertical, unless the form of the finished concrete requires them

to be otherwise. Chamfers measuring 30 mm by 30 mm are to be made to all exposed

edges of concrete, unless otherwise shown on the Drawings or directed by the Engineer.

7.5 Back shuttering

Back shuttering for structures shall be used to form concrete surfaces which are designed

to be concealed by earth backfill or further construction, and shall comply with the

specified requirements of shuttering except in so far as the board faces are not required to

be planed.

7.6 Internal ties

Subject to the approval of the Engineer, internal ties may be used. All such fastenings shall

be so arranged that when the shutters are removed, no metal left permanently in the work

shall be within 50 mm of any surface.

Any holes left in the face of the concrete by the ties shall be filled immediately after

removal of the shutters with an approved non shrinkable polymer modified cement mortar

with qualities at least as good as those of the adjacent concrete.

7.7 Coating to prevent adhesion

All shuttering surfaces in contact with concrete shall be treated with an approved

composition before usage to prevent adhesion of the concrete. Such composition shall be

carefully applied in such a manner that it does not come into contact with reinforcement,

construction joints or previously placed concrete. The use of diesel, mineral or engine oil


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for this purpose shall not be allowed. Any material, which will adhere to or discolors the

concrete, shall not be used.

7.8 Cleaning and re-using of shuttering

Before any concrete is placed, the shutters shall be properly cleaned and washed out with

fresh water and air under pressure to remove saw dust, shavings and all other foreign

matter. All water shall then be drained and mopped out from the shutter. If shutters or side

forms are to be re-used, all surfaces shall be cleaned and shall be completely free from

remnants of concrete or mortar. If, in the opinion of the Engineer, shutters or moulds are

not acceptable for re-use, they shall be either properly repaired or be substituted by other

shutters or moulds. Substituted shutters or moulds shall comply with the requirements as

specified above.

7.9 Removal of shutters

Shutters shall be removed only under skilled supervision and in such a manner as will not

damage the concrete. Shutters shall not be removed before the concrete is sufficiently set

and hardened. The minimum periods which shall elapse between placing the concrete and

the removal of the shutters for the various parts of the structures shall be as per IS 456-

2000, but compliance with these requirements shall not relieve the Contractor of the

obligation to delay the removal of the forms if the concrete has not sufficiently set,

hardened or strengthened. The Contractor shall delay the removal of the formwork if, the

results of the cube tests show that the concrete has not attained sufficient strength. Due to

variations in site temperatures and depending upon curing conditions, the Engineer may, at

his discretion, vary the time listed in Clause 11.3.1 of IS 456-2000 and the Contractor's

rates shall be deemed to cover such a contingency. Any damage to the concrete which may

occur by removal of the shutters or forms or by overloading shall be made good at the

Contractor's expense and to the satisfaction of the Engineer. No separate payment shall be

made for shuttering works. The rate for concrete shall be deemed to include the cost of

shuttering for all works.


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7.10 Curing of concrete

Until a period of seven days has elapsed from the time of placing the concrete. It shall be

kept protected against direct sunlight, loss of moisture, rapid temperature change, rain and

flowing water, mechanical injury and contamination by air-borne dust and/or sand. This

period may be varied at the discretion of the Engineer. Following completion of the above

period, a further period of curing will be required as directed by the Engineer. This may

require that covers, sand layers and the like be kept in place for longer than the 7 day

minimum curing period otherwise specified.

The Contractor's attention is drawn to the importance of starting curing as soon as possible

after placing the concrete.

All methods of curing and protecting freshly placed concrete shall be subject to the prior

approval of the Engineer. These methods may include the use of curing membranes,

watering, damp covers, shades and/or any other precautions acceptable to the Engineer.

Curing membranes, where used, shall be sprayed on the surface of the concrete as soon as

all free water has evaporated from the surface, in the case of shutters which have been

eased or struck before seven days have elapsed from the date of placing concrete, the

curing membranes shall be applied immediately after the shutter has been removed.

In case rain falls on the newly coated concrete before the membrane has dried sufficiently

to resist damage, or if the membrane is damaged in any other manner, a new coat of the

membrane shall be applied to the affected portions.

The Contractor should note that it is of the utmost importance that all concrete surfaces

against which further concrete is to be cast, shall be cleaned of all traces of curing

compounds to the satisfaction of the Engineers before commencement of further

operations.

The Contractor shall submit details of the curing procedure he proposes to use prior to

commencement of the concreting works.


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During very hot weather conditions, the Contractor may be required to cool and/or wet

formwork containing concrete by spraying with water and this shall be carried out where

directed notwithstanding other measures the Contractor my employ for the curing of the

concrete.

All materials, spray equipment and an ample supply of water for curing shall be ready on

site before any concreting starts. The quality of water used for curing shall comply with

the specifications of clause "Water". Care must be taken to ensure that the temperature

differences between curing water and concrete surface is not large enough to cause adverse

surface temperature gradients in the concrete.

Where concrete surfaces are to be painted or otherwise protectively treated immediately

after removal of the shutters, the Engineer may modify the curing requirements specified in

this clause in such a way as, in his sole opinion, is justified.

Any concrete which exhibits plastic settlement or plastic or drying shrinkage or which in

the opinion of the Engineer has not been properly cured is liable to rejection, in which case

it shall be dealt with as described in Clause 6.9 entitled "Faulty Work".

8. JOINTS

8.1 Construction joints

Construction joints shall be formed either on horizontal or vertical planes. The exact

position of construction joints, if not shown on the Drawings, shall be agreed with the

Engineer before depositing the concrete.

Construction joints in structures shall generally be made across planes of minimum shear.

They shall, in addition, be so located and the amounts of concrete placed at any one time

shall be so limited in size and shape, as to minimize shrinkage and temperature effects.

Shuttering for construction joints shall be square to the work and shall incorporate

continuous shear keys of substantial proportions so as to produce a well-keyed joint.

The outside edges of all construction joints shall be formed by means of dressed timber

edging secured to the shutter so as to ensure an exact straight finish. Stop-ends shall be


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firmly fixed and made grout-tight and closely-fitting to all reinforcement and other

obstructions.

All horizontal construction joints are to be roughened by means of water blasting or

otherwise approved system by the Engineer, to expose the surface of the aggregate and to

remove all laitance.

Vertical construction joints will be roughened by using expanded metal as formwork, or

such other equivalent method acceptable to be Engineer. The Contractor's rates for

concreting shall be deemed to include the cost of all construction joints and all other costs

arising from compliance with the provisions of this clause.

8.2 Expansion joints

Expansion joints shall be formed at the locations shown on the drawings and be provided

with a steel edging construction as shown on the drawings. The requirements for the steel

construction shall be in accordance with relevant IS Specification.

Expansion joints shall be of the pre-moulded type and shall extend to the entire width of

deck and from the bedding layer to 25 mm below the surface of the deck. They shall be

held so upright during the placing and finishing of the concrete by a metal bulkhead a

metal channel cap or other approved method. The concrete shall be deposited on both sides

of the joint and shall be compacted and struck off before the bulk head is removed.

The joint filler shall comply with the requirements of IS 1838 -latest edition "Specification

for pre-formed filler for expansion joints, in concrete non-extruding and resilient type".

8.3 Sealing of joints

After the curing period is over the temporary seal or other intruded materials of expansion

joints shall be removed completely and the slots filled with the approved joint sealing

compound. The joint opening shall be thoroughly cleared of all foreign matter before the

sealing material is placed. If necessary, the foreign matter shall be blown out. All contact

faces of the joint shall be cleaned with wire brush to remove loose material and shall be


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surface dried when the sealing compound is poured. The sealing compound shall conform

to IS 1834 -1984 or its latest version.

The edges of joints shall be painted with a thin coat of bituminous paint which shall be

allowed to dry before the sealing compound is applied. The primer shall be applied with a

brush.

The bitumen shall be melted and fluxed with the oil when cold, solvent naptha shall be

added. Bituminous emulsions shall not be used as primers. Alternatively the primer can be

from the same manufacturer who is supplying sealing compound for the work.

Care shall be taken to ensure that the sealing compound is not heated above 200° C (392°

F) and the temperature does not exceed 180° C (365° F) for long periods and for other

temperature as specified by the manufacturer of the compound.

Sealing compound shall be poured into the joint opening in such a manner that the material

will not be spilled on the exposed surface of the concrete. Any excess filler on the surface

of the deck shall be removed immediately and the deck surface cleaned.

9. FINISHING CONCRETE SURFACE

Unless otherwise specified, all unformed top surfaces of concrete shall be finished

immediately after compaction to a smooth plain finish or to a ridged finish, as specified or

as directed. All finishing work shall be executed directly after the concrete has been cast

and before the concrete is set. Finished surfaces shall be protected against damage and loss

of moisture during the curing period in accordance with Clause 7.10 "Curing of

Concrete".

10. STEEL REINFORCEMENT

10.1 Materials

The steel reinforcement required for this work shall conform to Section 4 Part -II

"Specification of Materials".


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10.2 Bending and cutting schedules

The Contractor shall prepare for his own use bending schedules, bar lists, cutting schedules

and sheet lists for each individual structure from the information given on the Drawings

and in the Specification and shall be responsible for ensuring that correct information is

given when ordering reinforcement. Copies of these schedules, lists and orders shall be

submitted to the Engineer for approval. Steel bar supports shall be included in the bending

schedules.

The approval of these bending and cutting schedules, lists and orders shall not release the

contractor from his responsibility to ensure that reinforcement is provided and fixed in

accordance with the drawings.

10.3 Protection and cleaning Reinforcing steel shall be protected at all times from damage and

excessive rusting and when placed in the structure shall be free from dirt, loose mill scale,

rust scale, paint oil and other foreign substances. All reinforcing steel shall be carefully

cleaned of all set, or partially set concrete and all shutter oil or paint, which may have

become accumulated during the construction of adjacent work.

10.4 Bending of bars Steel reinforcement shall be cut from straight bars, free from kinks and

bends or other damage and bend cold by experienced competent workmen. Bars of

diameter greater that 19 mm shall be bent in bending machine designed for the purpose and

approved by the Engineer. Any reinforcing bar that has already been bent shall not be re-

bent at the place of the previously made bend. Dimensions for bending shall be in

accordance with the requirements set out in I.S. 2502.

10.5 Lapping of Bars

Lapping of Bars is permitted when necessary and approved by the Engineer provided that

they are not placed at critical sections. No welding shall be carried out unless authorised by

the Engineer.


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Lapping lengths of bars shall be calculated in compliance with I.S. 2502 and I.S. 456. Laps

shall be arranged in staggered locations. Lapping of adjacent sections of wire fabrics shall,

generally, be carried out as follows:

i. End to end by lapping the two pieces one full mesh (measured from the ends of

the longitudinal wires in one piece to the ends of longitudinal wires in the other

piece) and securing the two pieces together with wire ties placed at intervals of

about 45 cm.

ii. Side by side by placing the two selvage wires (the longitudinal wires at the edges

of the fabric) one alongside and lapping the other and by securing the two pieces

together with wire ties placed at intervals of approximately 90 cm.

10.6 Fixing of reinforcement

Within the restrictions of I.S. 456, reinforcement bars may be placed in bundles of up to 3

bars. In each case the approval of Engineer must be obtained.

All reinforcing steel shall be accurately placed and retained in position during the placing

of concrete. Correct positioning will be achieved with the use of steel bar supports, blocks,

ties, hangers or other approved supports. Cover over reinforcement steel shall be as

indicated on the Drawings.

Supports for holding the reinforcement from contact with the forms, or adjacent

reinforcement, shall be made of approved plastic of approved shapes and dimensions.

Alternatively, concrete blocks may be used subject to the approval of Engineer. Concrete

blocks will only be approved if the blocks are made and cured with equipment which has

the approval of the Engineer and only if the Contractor can provide evidence that concrete

blocks are of the same concrete grade, quality and density as the surrounding concrete.

The blocks shall be fitted with a semi-circular hollowing and double bent poured-in

binding wires. The water tightness of these blocks must be at least similar to the concrete


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into which they are concreted. The use of pebbles, pieces of broken stone or brick or other

materials will not be permitted.

Steel shall be bound and tied in its correct position using steel wire, loose ends of which

shall be bent away from the shuttering. Apart from any other requirements the reinforcing

steel shall be fixed in such a manner that it will support its own weight and any loads

which may be imposed upon it during construction without displacement, deflection or

movement of any kind.

All reinforcement projecting from construction joints or likely to be exposed to the weather

for long periods before concreting is commenced shall be covered with polythene, binding

tape, cement grout or other materials to the satisfaction of the Engineer in order to prevent

excessive rusting or straining of the surrounding concrete. Should rust staining occur on

any permanently visible surfaces, it shall be removed at once.

10.7 Approval before concreting all reinforcement, after being fixed in position, shall be

inspected and approved by the Engineer's Representative before any concrete is placed.

Any concrete placed contrary to this requirement shall, if ordered by the Engineer be

removed together with the reinforcement and replaced by the Contractor at his own

expense.

******


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SECTION - 4

PART-V PRECAST CONCRETE

1. PRECAST CONCRETE UNITS

1.1 The requirements of the clauses related to concrete and reinforced concrete shall be observed

in the case of precast concrete work as far as they are applicable, as well as the following

requirements relating to the precast concrete work in particular. The rates and prices quoted

for precast concrete shall be inclusive of costs of all the requirements of Clauses in

Concrete together with shuttering, casting yard, providing holes, curing, handling etc.,

complete.

The precast units shall be cast on stacking, re-handling and their shutters supported from a

suitably prepared level unyielding paved area.

The shutters shall be strongly constructed closely jointed and smooth and shall be such

as to ensure true sharp arises and a perfect surface. Shutters are to be so designed that

they can be taken apart and reassembled readily.

The casting tolerances unless otherwise ordered or directed shall be within 3 mm of true

dimensions.

The method and time after casting of units of striking side shutters shall be subject to

approval of the Engineer. In the event of any damage resulting from premature removal

of shutters or from any other cause, the unit or units concerned will be liable to rejection

and to replacement by the contractor at his own cost.

Lifting and stacking of precast units shall be undertaken without causing shock, vibration

and undue stress to or in the units. Precast units shall not be lifted, transported or used in

the works until they are sufficiently matured; the crushing test on the cubes which are to

be kept with the precast units will be used to assess the maturity of the units. The

Contractor shall satisfy the Engineer that the methods he proposes for lifting, transporting

and setting precast units will not over stress or damage the units in any way. In the event of

over stress or damage due to whatever cause the unit or units concerned will be liable to


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rejection and if so rejected shall be immediately broken up and removed from the site.

The Contractor shall replace such rejected units at his own cost. The Contractor shall

ensure that all precast units are properly marked in clean and legible manner with the

reference number and the date of casting which information shall be clearly visible where

the units are stacked. Reinforced precast members shall be clearly marked to indicate the

top face. Full and accurate records are to be maintained of all precast work. Every unit shall

have a reference number. Date of casting, date of removal from the bed and date and

position of placing shall be recorded together with corresponding test cube reference

number.

2. QUALITY AND TESTS ON CONCRETE

The concrete for the precast units shall have the quality of the concrete classes as

described under "Concrete Classes" as specified. Trial mixes and test cubes of the

concrete shall be made in accordance with methods stated in the Clauses entitled "Trial

Mixes and Preliminary Tests", "Work Cube Tests", "Concrete Cores" and

"Water and Slump Tests".

3. CAST -IN PARTS

The cast-in parts, such as fasteners, jointing materials, supporting structures, etc. shall

be fixed in the positions indicated on the Drawings. Cast-in parts must be free from rust,

dirt or grease and be properly stored before use. The delivery, processing and fixing of

the cast-in parts shall be deemed to be included in the rates for the precast concrete

units. However, lifting hooks will be measured and paid under fabrication of steel.

4. TRANSPORT, STORAGE AND PLACING

Transportation of all units to the site will only be allowed either:

-28 days after casting, or

-after the required compressive strength according to clause entitled

"Concrete Classes" has been reached.

Transportation, storage and placing of the precast concrete units shall be done carefully

and in such a way as to avoid damage and to keep the surfaces of the units free from dirt

or other undesirable marks. Loading and handling of precast concrete units shall be

done only by skilled labour and under supervision of a competent Supervisor.


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Lifting and handling of precast concrete units shall be done only at the positions shown

in the approved drawings and only vertical lifts will be allowed. During storage, precast

concrete units shall be supported on blocks placed exactly under the bearing locations

and at no other points. During transport, storage and placing, the Contractor must take

all necessary precautions to avoid damage to the reinforcement of the precast concrete

units.

All lifting, handling and storage procedures shall be approved by the Engineer before

their implementation.

Any proposal for erection equipment, temporary works and abnormal loading on a

member during construction shall be submitted to the Engineer in sufficient detail,

accompanied by adequate sketches and calculations and sufficiently in advance, to

enable the Engineer to make an adequate assessment of the proposal.

No precast concrete unit shall be laid on its side or upside down unless such a position

is shown by calculation to be acceptable.

Any precast concrete unit, which is damaged or has any perceptible faults, will be liable

to the rejected by the Engineer.

******


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SECTION - 4

PART -VI – HARDENING THE AREA BY USING PAVING BLOCKS

1. SCOPE

The works covered under this section of the specification consists of furnishing of all

materials, plant equipment and labour and performing all operations in connection with

the Road work. The Paving blocks shall be laid as specified and to the lines and levels

as shown in the drawing and as directed.

2. EXCAVATION

Excavation to the extent required for the existing areas already reclaimed area will be

measured and paid under relevant items.

All excavations shall be carried out in conformity with the specifications and

drawings and in a manner as approved by the Engineer.

The excavation shall conform to the lines, grades, side slopes and levels as indicated.

The excavation shall be carried out up to the formation level. The bottom of the

excavated surface shall be dressed level in all directions and shall be well watered and

rammed.

The excavation generally will be in sandy soil. If obstructions like boulders are met, which

are less than 250 kgs. in weight individually, they shall be removed by the contractor

without any extra charge. If any old brick work or concrete or boulders weighing more than

250 kgs individually are met with during excavation, the same shallbe removed up to the

required level as directed at site by the contractor.

Any excess depth excavated below the specified levels shall be made good at the cost

of the contractor with suitable materials of similar characteristics to that removed and

compacted to the requirements as directed by the Engineer.

Levels will be taken by the Engineer before the excavation is commenced and after it

is completed and consolidated. Payment will be made on the quantity based on such

levels and corresponding width of the lowest layer.


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3. DISPOSAL OF SURPLUS EARTH

Surplus excavated earth and the debris shall be disposed of as directed by the

Engineer. The site must at all times be kept free from surplus material. The disposal is

to be done in the following manner.

In the hollows of low lying areas available within 1 km, anywhere inside the Port as

directed by the Engineer.

4. SUB-GRADE / SUB-BASE-COURSE

4.1 GENERAL

The general technical specifications for sub-grade / sub-base / base-course unless otherwise

specified shall generally conform to section 400 of the specification for Road and Bridge

Works fifth Revision 2013 of the Ministry of Surface Transport (Road Wing) published by

the Indian Road Congress, New Delhi with any amendments / revision thereon.

5. SAND LAYER

The river sand/ M Sand layer shall be spread uniformly on the lines and levels over the

base course and compacted to the thickness of 30 mm using a plate vibrator as

directed.

6. CONCRETE PAVING BLOCKS

CASTING PAVING BLOCKS

Concrete paving blocks shall be nominal size 200 mm x 100 mm x 100 mm with the

following specifications

6.1 SPECIFICATION OF PAVING CONCRETE BLOCKS

a. Nominal size 200 x 100 x 100 mm.

b. Tolerance plus or minus 2 mm on all the sides.

c. Weight of individual block – Not less than 4.65 kg.

d. Compressive strength 400 kg / sq.cm. (average) when tested on the block. (The

paving block is suitably designed to have the compressive strength specified).

e. Transverse strength – 30 kg.per.sq.cm. (average).


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f. Water absorption: 5.80 % average.

g. Surface – non-skid.

h. Wear resistance – 3.00 mm (average) and 3.5 mm on individual specimen.

i. Chamfering may be carried out only at the top portion of the block all-round.

j. A tolerance of plus or minus 0.5 mm shall be allowed in the chamfer.

6.2 METHOD OF TESTING.

The above test shall be conducted by the contractor at an approved testing agency at his

own cost in the presence of the Engineer or his representative.

The blocks shall be tested on random sampling basis as below:

Three samples for each category of tests shall be collected by the Engineer or his

representative from every 10,000 blocks cast as per the following standards.

a. Tests for wear resistance: In conformity with IS 1237 – 1980 for cement concrete

flooring tiles.

b. Transverse strength shall be tested on 15 cms span equidistant from midspan (in

continuity) with IS 1237 / 1980 specification for cement concrete flooring tiles.

c. All other tests shall be conducted as per the relevant Indian Standards or as directed

by the Engineer or his representative.

In case the tests conducted on a particular lot is not satisfactory, the entire lot of 10,000

blocks will be summarily rejected and the contractor shall arrange to clear the rejected

blocks immediately.

The cost of the blocks used for the above tests will not be taken into account for any

payment purposes.

The contractor shall establish the necessary machinery, plant, etc. inside the Port

premises so as to complete the entire casting within the time stipulated. The contractor

is deemed to have furnished the type of machinery, its capacity per 24 hours and the

method of operation of his machinery while quoting.


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The finished blocks shall be cured by immersing the same in a pond of water for a clear

period of 14 days excluding the day of immersion and the day of removal.

The duration or type of curing mentioned elsewhere shall not be applicable for precast

concrete blocks.

The concrete blocks thus cast shall be stacked as per standard specification and as

directed. Stacks shall be formed in regular shape and uniform cross sections. Blocks

shall not be stacked on uneven ground or in any manner which does not permit correct

and ready counting from external inspection of the stacks.

The responsibility for all these operations shall be that of contractor who shall

nevertheless obtain the Engineer’s approval before removal and striking of form and

handling of the concrete blocks. Any damages caused by or arising from the removal

and striking of form or handling the blocks shall be made good at the contractor’s

expenses.

Alternatively, the contractor is free to procure and supply necessary concrete paving

blocks from reputed manufacturers with the prior approval of the Engineer for use in

the works. In such a case, the blocks so procured shall satisfy all the technical

requirements specified in the contract.

6.3 LAYING OF PAVING BLOCKS

The areas to be paved shall be paved by laying the concrete blocks to level and

alignment over a layer of 10 mm thick uncompacted Sharp River sand spread over the

prepared surface of crushed stone layer. The blocks shall be set hand tight. A plate

vibrator shall be run over the blocks for compacting the surface to bring out joints not

more than 5 mm wide between the blocks. By this process, the sand below will

balance depth; sand must be brushed into the joint and vibrated again so as to achieve

full interlock.

The blocks shall be so set to achieve a minimum of 45 numbers of blocks per square

metre of area.

******


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SECTION - 4

PART -VII – SPECIFICATION FOR PAVEMENT WORKS

1. PREAMBLE

1.1 The Technical Specifications Contained herein shall be read in conjunction with the

specifications for road and Bridge works (Fifth revision) 2013.

1.1.1 General

The Technical specifications covering the materials and the workmanship aspects as

well as method of measurements and payments are included in this section. These

specifications cover the items of civil and non-civil works coming under scope of this

document. All work shall be carried out in conformity with the same. These

specifications are not intended to cover the minute details. The works shall be

executed in accordance with good practices followed for achieving high standards of

workmanship, thus ensuring safety and durability of the construction. All codes and

standards referred to in these specifications shall be the latest thereof, unless

otherwise stated.

1.1.2 Inclusive Documents

The provisions of special conditions of contract, those specified elsewhere in the tender

document, as well as execution drawings and notes, or other specifications issued in

writing by the Engineer shall form part of the technical specifications of this project.

1.1.3 The attention of the contractor is drawn to those clauses of codes, which require

supporting specification either by the Engineer or by ‘Mutual agreement between the

supplier and purchaser’. In such cases, it is the responsibility of the

tenderer/contractor to seek clarification on any uncertainty and obtain prior approval

of the Engineer before taking up the supply/construction. In absence of such prior

clarification, the Engineer’s choice/design will be final and binding on the contractor

without involving separately any additional payment.

1.1.4 Measurement and Payment

a) Bills shall be prepared and submitted by the Contractor. Joint measurements shall be

taken continuously and need not be connected with billing stage. System of 3 copies


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of measurements, one each for Contractor, Engineer, Engineer’s Representative and

signed by both Contractor and Engineer Representative shall be followed.

b) 60% of the amounts certified by the Engineer or his Engineer representative shall be

paid by the employer within 10 days of submission of the bill. Balance 40% of the

amount of the verified bill should be paid within 30 days of the submission of the bill

subject to certification by Engineer and enclosure of supporting documents.

c) Payment for Concreting Items: 100% Payment for concreting items shall be made

to the contractor after fulfillment of 28 days cube test results as per IS 456.

d) Contractor shall submit final Bill within 60 days of issue of defects liability

certificate. Client’s Engineer or his Engineer representative shall check the bill within

60 days after its receipt and return the Bill to Contractor for corrections, if any 50%

of the undisputed amount shall be paid to the contractor at the stage of returning the

bill.

e) The contractor should re-submit the bill, with corrections within 30 days of its return

by the Engineer or his Engineer representative. The resubmitted bill shall be checked

and paid within 60 days of its receipt.

f) If an amount certified is increased in a later certificate as a result of award by the

Conciliator or an Arbitrator, the Contractor shall not be paid interest upon the

delayed payment as set out in this clause. Interest shall be calculated from the date

upon which the increased amount would have been certified in the absence of

dispute.

g) Items of the Works for which no rate or price has been entered in will not be paid for

by the Employer and shall be deemed covered by other rates and prices in the

Contract.

h) While preparing the first bill of contractual payment the contractor should submit the

following:

i. Proof of labour license as per contract labor (Regulation & abolition act

1970).

ii. An unconditional undertaking from contractor certified by principal employer

(or ) his authorised representative in respect of compliance towards all

statutory obligations laid down by applicable laws as listed under special

conditions of contract

iii. Proof of EPF & ESI registrations

iv. Proof of registration under building and other constructions under act 1996&

labour act 1996


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i) While preparing the subsequent bills, contractor should submit the following.

a) EPF remittance towards contractual employer

b) ESI remittance

c) An undertaking from contractor certified by principal employer (or) his

representative in respect of compliance of all other statutory obligations of

contractual labours.

1.1.5 Defective Works

All defective works are liable to be demolished, rebuilt and defective materials

replaced by the contractor at his own cost. In the event of such works being

accepted by carrying out repairs etc., as specified by the Engineer, the cost of repairs

will be borne by the contractor. In the event of the work being accepted by a given

‘Design Concession’ arising out of but not limited by a given under sizing, under

strength, shift in location and alignment etc., and accepting design stress in members

which are higher than those provided for in the original design or by accepting

materials not fully meeting the specifications etc., the tenderer will be paid for the

works actually carried out by him at suitably reduced rate of the tender rates for the

portion of the work thus accepted.

1.2 SITE INFORMATION

1.2.1 The information given hereunder and provided elsewhere in these documents is given

in good faith by the ‘Employer but the Contractor shall satisfy himself regarding all

aspects of site conditions and no claim will be entertained on the plea that the

information supplied by the Employer is erroneous or insufficient.

1.2.2 The area in which the works are located is mostly plain to rolling terrain. The

approximate longitude and latitude of region being 80°-20¢ east and 13°-15' north

respectively.

1.2.3 General Climatic Conditions

1.2.3.1 The variation in temperature in this region is as under

1) During summer months, maximum Temperature is about 37° C and minimum

about 30° C.


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2) During winter months, minimum temperature is about 22° C and maximum about

27° C.

1.2.3.2 The normal annual rainfall in the area is in the order of about 1200 mm a good portion

of which is concentrated during the months of October to December each year.

1.2.4 Seismic Zone

The works are located in seismic zone III as defined in IRC-6-2010.

1.2.5 Exposure conditions at site

The exposure condition at site is considered to be saline atmosphere. Material selection,

protection of various components and other provisions are to be made with this view.

2. GENERAL REQUIREMENTS

The Technical Specifications in accordance with which the entire work described

hereinafter shall be constructed and completed by the Contractor, shall comprise of

the following:

2.1 PART – I - General Technical Specifications

The General Technical Specifications shall be the “SPECIFICATIONS FOR ROAD

AND BRIDGE WORKS” (FIFTH REVISION) 2013 along with any other Addendum

Corrigendum issued up to 28 days before the final date of submission of the bid,

issued by the Ministry of Road Transport and Highways. Government of India and

published by the Indian Roads Congress (IRC), with a cross reference to relevant

Bureau of Indian Standards (BIS) for materials or other aspects not covered by the

IRC.

2.2 PART - II - Supplementary Technical Specifications

The Supplementary Technical Specifications shall comprise of various

Amendments/Modifications/Additions to the “SPECIFICATIONS FOR ROAD AND

BRIDGE WORKS” referred to in PART - I above and also Additional Specifications

for particular item of works not already covered in PART-I.

2.2.1 A particular clause or a part thereof in “SPECIFICATIONS FOR ROAD AND BRIDGE

WORKS referred in PART - I above, where Amended/Modified/Added upon, and


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incorporated in PART-II, referred to above, such Amendment/ Modification/Addition

supersedes the relevant Clause or part of the Clause.

2.2.2 When an Amended/Modified/Added Clause supersedes a Clause or part thereof in the

said Specifications, then any reference to the superseded Clause shall be deemed to

refer to the Amended/Modified/Added Clause or part thereof.

2.2.3 In so far as Amended/Modified/Added Clause may come in conflict or be inconsistent

with any of the provisions of the said Specifications under reference, the

Amended/Modified/Added Clause shall always prevail.

******


Page 160 of 191

SECTION 5

FORMS


Page 161 of 191

SECTION - 5 - FORMS

Form

No. Content Page No.

1.0 Format of Bid submission letter 162

2.0 Format for Power of Attorney for authorised signatory of the firm 164

3.0 Firm’s Financial Data 165

4.0 Works executed during last seven (7) years 166

5.0 Summary of current contract commitments / works in progress 167

6.0 List of equipments proposed for the work 168

7.0 Personnel / staff proposed for the project 170

8.0 Claims/ Arbitration 171

9.0 Proposed site organization 172

10.0 Methodology proposed for execution of works 173

11.0 Format for Bid Security / EMD ( Bank Guarantee)- Draft 174

12.0 Format For Performance Security ( Bank Guarantee)- Draft 176

13.0 Form of Agreement- Draft 179


Page 162 of 191

SECTION – 5

FORMS

FORM 1

FORMAT OF BID SUBMISSION LETTER

(On letter head of the bidding firm)

Reference No.

Date:

From:

……………………..

……………

To:

The General Manager (Operations),


Vallur Post,

Chennai – 600120.

Tamil Nadu

Dear Sir,

Subject: Submission of tender for the contract works of the “Development of Car Parking

Yard for RO RO cum GCB-II at Kamarajar Port”.

Reference: Tender No: KPL/PPD/PY/2017dated ………………..

***

1) Having examined the completeness of bid documents including Invitation of Bid,

Instruction to bidders, Conditions of contract, Technical specifications, Bill of Quantities,

Drawings, Forms and Annexures for the execution of the above named works, we, the

undersigned offer to execute and complete such works and remedy any defects therein in

conformity with the said Bid document being awarded to us.

2) I/We undertake, if our bid is accepted, to:

i) Furnish Performance Guarantee within 21 (Twenty one) days of receipt of the Letter of

Acceptance/Work order.

ii) Enter into Contract Agreement within 21 (Twenty one) days of receipt of the Letter of

Acceptance/Work order. Form of contract agreement is in Section 5 (Form 13).


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3) Unless and until a formal agreement is prepared and executed, this bid together with your

written acceptance thereof shall constitute a binding contract between us, but without

prejudice to your right to withdraw such acceptance under the provisions of the conditions

of contract.

4) I …………… ……..(Name of the Bidding Firm)……… submit herewith our bid through e-

procurement portal for selection of our firm/organization as contractor for the above

mentioned contract. The submission comprises, separately of :

i) Technical Bid &

ii) Financial Bid

5) I undertake that, in competing for (and, if the award is made to us, in executing) the above

contract, we will strictly observe the laws against fraud and corruption in force in India

namely “Prevention of Corruption Act 1988”.

6) I certify that in preparation and submission of Technical and Financial information, we have

not taken any action which is or which constitutes a corrupt or fraudulent practice as defined

in the tender documents.

7) Our Bid is valid for the period of hundred eighty (180) days from the date of submission

deadline fixed for the tender and will be binding on us.

8) I have not made any tampering or changes in the bid documents on which the bid is being

submitted and if any tampering or changes are detected at any stage, we understand the bid

will invite summary rejection and forfeiture of bid security/ the contract will be liable to be

terminated along with forfeiture of contract performance security, even if LOA has been

issued.

9) I understand that, the Kamarajar Port Limited is not bound to accept any bid that the

Kamarajar Port Limited may receive.

Yours faithfully,

…………………

Signature of authorised signatory of firm/Lead member

(Seal)

Address: ………….

……………………..

…………….

Enclosures: Forms 2 to 13.


Page 164 of 191

FORM 2

FORMAT FOR POWER OF ATTORNEY FOR AUTHORISED SIGNATORY OF THE

FIRM

POWER OF ATTORNEY*

(To be executed on non-judicial stamp paper of the appropriate value in accordance with

relevant stamp Act. The stamp paper to be in the name of the company who is issuing the power

of Attorney)

Know all men by these presents, we ………………………… (name of firm with address

of the registered office) ………………….. do hereby constitute, appoint and authorize Mr./Ms.

…………………………….(name and residential address …………………….. who is presently

employed with us and holding the position of ……………………………………….. as our

attorney, to do in our name and on our behalf, all such acts, deeds and things necessary in

connection with or incidental to “Development of Car Parking Yard for RO RO cum GCB-II at

Kamarajar Port Limited” including signing and submission of all documents and providing

information/responses to General Manager(Operations), KPL, Chennai, representing us in all

matters, dealing with KPL in all matters in connection with our bid for the said project.

We hereby agree to ratify all acts, deeds and things lawfully done by our said attorney pursuant

to this Power of Attorney and that all acts, deeds and things done by our aforesaid attorney shall

and shall always be deemed to have been done by us.

Dated this the ……… day of …………. 2018.

(Signature of authorised Signatory)

………………………………………

(Signature and Name in Block letters of Signatory)

Seal of Company

Witness

Witness 1:

Name:

Address:

Occupation:

Witness 2:

Name:

Address:

Occupation:

*Notes:

i. The mode of execution of the Power of Attorney should be in accordance with the

procedure, if any, laid down by the applicable law and the charter documents of the

executant (s) and when it is so required the same should be under common seal affixed in

accordance with the required procedure.


Page 165 of 191

FORM 3

Firm’s Financial Data:

Amounts in Rupees

Sl. No.

Particulars

Total

1

2014- 15

2

2015 – 16

3

2016- 17

Average of 3 years

Note:

i. Bidder shall submit the copy of the Audited Balance Sheets/Profit & Loss Accounts of

their firm/s for the last three- year as required in eligibility criteria Clause 4 of Section

1. The copy of document should be duly notarized, subject to production of the originals

when demanded.

DATE: TENDERER'S SIGNATURE WITH STAMP


Page 166 of 191

FORM 4

WORKS EXECUTED DURING LAST SEVEN (7) YEARS

Please provide information only for the construction of Yard/Road/Runway (Concrete / Asphalt/

Interlocking block) work projects for which the Employer as a corporate entity legally contracted

your firm, or where your firm participated as one of the major companies within a

consortium/JV.

Contractor’s Experience in construction of Yard/Road/Runway projects only:

Sl.

No

.

Project Name Project

Value

Applicant’s

share Contract Period

Amount % Date of

commencement

Date of

Actual

completion

Date of

scheduled

completion

Individual Firm:

1.

2.

3.

4.

5.

6.

7.

Note:

i. Copy of the document proof for the completed works (the best illustrated above) issued by

the employer/competent authority to the bidder should be enclosed as required in

eligibility criteria clause 4 of Section 1. The copy of document should be duly notarized,

subject to production of the originals when demanded.

ii. Separate sheet for each completed works should be attached by the bidder.



Page 167 of 191

FORM 5

SUMMARY OF CURRENT CONTRACT

COMMITMENTS / WORKS IN PROGRESS

Name of

Contract and

client

Value of

work

Value of

pending work

Completion Date

Scheduled Estimated

NOTE:

Tenderer shall provide information on their current commitment on all contracts that have

been awarded or for which a letter of intent or acceptance has been received or for

contracts approaching completion but for which, full completion certificate has yet to be

issued.



Page 168 of 191

FORM 6

LIST OF EQUIPMENTS PROPOSED FOR THE WORK

The tenderer will provide adequate information to demonstrate clearly that they have the

capability to meet the requirements for each and all items of equipment listed below.

A. Earth moving equipment

List of equipment Nos. proposed for

this work Owned

Proposed to be

hired

(i) Dozer

(ii) Hydraulic

excavator

(iii) Vibratory

compactor

(iv) Others specify.

B. Pavement making equipment


this work Owned

Proposed to be

hired

(i) Roller

(ii) Road paver

(iii) Others specify

C. Hauling equipment


this work Owned

Proposed to be

hired

(i) Tippers / lorries

(ii) Tractor trailers

(iii) Others specify


Page 169 of 191

D. Concreting equipment


this work Owned

Proposed to be

hired

(i) Batching plant

(ii) Mixers

(iii) Concrete

pumps

(iv) Transit mixers

(v) Others specify

E. Miscellaneous Equipment


this work Owned

Proposed to be

hired

(i) Paving block

casting machine

(ii) Dewatering

pumps

(iii) Total station

DATE: TENDERER’S SIGNATURE WITH STAMP


Page 170 of 191

FORM 7

PERSONNEL / STAFF PROPOSED FOR THE PROJECT

(Here specify the summary of the experienced Key Personnel proposed to be employed for the

work)

Sl.No Position Name Qualification

Years of

experience

(general)

Years of

experience in the

proposed position



Page 171 of 191

FORM 8

CLAIMS / ARBITRATION

(Here briefly state the details of client /Arbitration/suits/appeals/other legal proceedings)

Sl.No Name of the work Value of claims Whether award announced, if so in

whose favour.



Page 172 of 191

FORM 9

PROPOSED SITE ORGANISATION

(Here narrate Description of the Site Organisation with a Chart shall be provided)



Page 173 of 191

FORM 10

METHODOLOGY PROPOSED FOR EXECUTION OF WORKS



Page 174 of 191

FORM 11

FORMAT FOR BID SECURITY/EMD

(BANK GUARANTEE)

(On non-judicial stamp paper of the appropriate value in accordance with stamp Act. The stamp

paper to be in the name of Executing Bank. The executing bank shall be from a Nationalised/

Scheduled Bank in India)

From:

………………………………….

…….Name and Address of the Bank…..

………………………………

To:

The General Manager(Operations),


Vallur Post,

Chennai – 600120.

Tamil Nadu

WHEREAS ……………………………………..[Name of Bidder] (hereinafter called “the

Bidder”) has submitted his bid dated …………………[Date] for the works contract of

“Development of Car Parking Yard for RO RO cum GCB-II at Kamarajar Port”.

(hereinafter called “the Bid”).

KNOW ALL PEOPLE by these presents that We ………………………….[Name of Bank] of

………………………………………………………..[Name of Country] having our registered

office at ………………………………(hereinafter called “the Bank”) are bound unto the

Chairman, Kamarajar Port Limited (hereinafter called “the Employer”) in the sum of

Rs……………… /- (Rupees only ) for which

payment well and truly to be made to the said Employer the Bank binds himself, his successors

and assigns by these presents.

SEALED with the Common Seal of the said Bank this ………….day of ………..2018.

THE CONDITIONS of this obligation are:

1) If the bidder withdraws his Bid during the period of bid validity specified in the Form of

Bid: OR

2) If the Bidder having been notified of the acceptance of his Bid by the Employer during the

period of bid validity:

a) fails or refuses to execute the contract Agreement in accordance with the Instructions

to Bidders, if required ; OR

b) fails or refuses to furnish the Contract Performance Security, in accordance with the

Instruction to Bidders,


Page 175 of 191

We undertake to pay to the Employer upto the above amount upon receipt of his first written

demand, without the Employer having to substantiate his demand, provided that in his demand

the Employer will note that the amount claimed by him is due to him owing to the occurrence of

one or both of the two conditions, specifying the occurred condition or conditions.

This Guarantee will remain in force up to and including the date twenty eight (28) days after the

date of expiration of the Bid validity deadline for as stated in the Instructions to Bidders or as it

may be extended by the Employer, notice of which extension(s) to the Bank is hereby waived.

Notwithstanding anything contained herein before, our liability under this guarantee is restricted

to Rs………………/-(Rupees only) and the

guarantee shall remain valid till …………….. Unless a claim or a demand in writing is served

upon us on or before ………………….all our liability under this guarantee shall cease.

All claims under this guarantee shall be presented to and enact able at the following branch

………………………….. at Chennai.

DATE ………………….

SIGNATURE OF THE AUTHORISED PERSON OF BANK…………………………….

SEAL OF THE BANK ………………………………………………………………….…

SIGNATURE OF THE WITNESS ………………………………………………………..


Page 176 of 191

FORM 12

FORMAT FOR PERFORMANCE SECURITY

(BANK GUARANTEE)

(On non-judicial stamp paper of the appropriate value in accordance with stamp Act. The stamp

paper to be in the name of Executing Bank. The executing bank shall be from a Nationalised

/Scheduled Bank in India)

From:

………………………………….

…….Name and Address of the Bank…..

………………………………

To:

The General Manager(Operations),


Vallur Post,

Chennai – 600120.

Tamil Nadu

This DEED OF GUARANTEE executed at ……………..by …………………. (Name of the

Bank) having its Head/Registered Office at ………………………………. (hereinafter referred

to as “the Guarantor” which expression shall unless it be repugnant to the subject or context

thereof include its heirs, executors, administrators, successors and assigns;

In favour of

The Board of Directors of Kamarajar Port Limited (hereinafter called “the KPL”) having its

office at Vallur Post, Chennai – 600 120 which expression shall unless it is repugnant to the

subject or context thereof include its heirs, executors, administrators, successors and assigns;

WHEREAS, M/s ……………………………………………(Name of Bidder/contractor, if

individual)……………………..., (hereinafter called ‘the Contractor” which expression shall

unless it be repugnant to the subject or context of thereof include its executors, administrators,

successors and assigns; has successfully bid and has been selected as Contractor in respect of the

works contract “Development of Car Parking Yard for RoRo cum GCB-II at Kamarajar Port”,

(hereinafter called to as “the Contract”) and the KPL has issued Letter of Acceptance for Award

of Contract to the Successful bidder.

WHEREAS the KPL has sought an unconditional and irrevocable Bank Guarantee for an amount

of Rs……………………..…(Rupees ……………………….……only) by way of Security for

execution of the Contract Agreement for the Contract within a period of ………...days from the

date of issue of the letter of Acceptance for Award of Contract and for guaranteeing the contract

and the Guarantor has agreed to provide a Guarantee being these presents;

NOW THIS DEED WITNESSETH that in consideration of the premises, we ……………..Bank

hereby guarantees as follows:

i. The Successful bidder shall execute the Contract Agreement before ……..(date) and shall

perform the contract of “Development of Car Parking Yard for RO RO cum GCB-II at

Kamarajar Port” in accordance with the bid documents .

ii. We, the Guarantor, shall without demur, pay to the KPL an amount not exceeding


Page 177 of 191

Rs………………(Rupees……….only) within three (3) days of receipt of a written demand

thereof from the KPL stating that the Successful Bidder has failed to meet its performance

obligations as stated in Clause (i) above.

iii. The above payment shall be made by us without any reference to the Successful Bidder or

any other person and irrespective of whether the claim of the Company is disputed by the

Successful bidder or not.

iv. This Guarantee shall be valid and shall remain in force for a period of Eighteen (15)

months and Defect Liability Period of twelve (12) months i.e., upto and inclusive of

………..(date).

v. In order to give effect to this Guarantee, the KPL shall be entitled to treat the Guarantor as

the principal debtor and the obligations of the Guarantor shall not be affected by any

variations in the terms and conditions of the Contract or other documents by the KPL or by

the extension of time of performance granted to the Successful Bidder or any postponement

for any time of the power exercisable by the KPL against the Successful Bidder or forebear

or enforce any of the terms and conditions of the Contract and we shall not be relieved

from our obligations under this Guarantee on account of any such variation, extension,

forebearance or omission on the part of the KPL or any indulgence by the KPL to the

Successful Bidder to give such matter or thing whatsoever which under the law relating to

sureties would but for this provision have effect of so relieving us.

vi. This Guarantee shall be irrevocable and shall remain in full force and effect until all our

obligations under the guarantee are duly discharged.

vii. The Guarantor has power to issue this guarantee and the undersigned is duly authorised to

execute this Guarantee pursuant to the power granted under …………….

viii. It is also hereby agreed that the courts in Chennai would have exclusive jurisdiction in

respect of claims, if any, under this guarantee.

ix. Not withstanding anything contained herein:

a) Our liability under this Bank Guarantee shall not exceed Rs.______

(Rupees____________ only);

b) This Bank Guarantee shall be valid up to _______________; and

c) We are liable to pay the guarantee amount or any part thereof under this bank

guarantee only and only if you serve upon us a written claim or demand on or before

_________________(date of expiry of guarantee).

d) This Guarantee is encashable at Chennai (Name of the Branch and address to be

given).

IN WITNESS WHEREOF the Guarantor has set its hands hereunto on the day, month and year

first herein above written.

……………………………………...

Date………. (Signature of Authorised person of Bank)

Place:………… ……………………………………....

(Name in Block letters)


Page 178 of 191

………………………………………..

(Designation)

……… (Address).………………………..

Bank's Seal

Authorisation No………………………

Witness:

1. Signature .

Name & Address & Seal

2. Signature

Name & address & Seal


Page 179 of 191

FORM 13

FORM OF AGREEMENT

(Subject to modifications as required by the EMPLOYER)

Contract Agreement No…………..dated

THIS AGREEMENT made and entered into this………..day of ………………

Two thousand Fourteen only between ……………. having its registered office at …………

hereinafter referred to as the “EMPLOYER” (which expression shall, unless excluded by or

repugnant to the context or the meaning thereof, be deemed to include its successors and

permitted assign) of the ONE PART.

AND

M/s………………………………………………(Name of the firm) having its registered

office/principal place of business at ....................... in the state of ....................................

hereinafter referred to as the “CONTRACTOR” (which expression shall, unless excluded by or

repugnant to the context or the meaning thereof, be deemed to include its successors and

permitted assigns) the OTHER PART.

WHEREAS, the EMPLOYER invited tender for the Development of Car Parking Yard for RO

RO cum GCB-II at Kamarajar Port

AND

WHEREAS, the CONTRACTOR submitted tender to the EMPLOYER for execution of the

work in accordance with the tender documents.

AND

WHEREAS, the EMPLOYER has accepted the tender submitted by the CONTRACTOR for the

construction, completion and maintenance of such works.

NOW THIS AGREEMENT WITNESSETH AS FOLLOWS:

1. In this agreement words and expression shall have the same meanings as are respectively

assigned to them in the conditions of contract hereinafter referred to.

2. The following documents issued for the work shall be deemed to form and be read and

construed as part of this agreement viz.

a) Notice Inviting Tenders.

b) Instructions to Bidders.

c) Conditions of Contract – General Conditions and Special Conditions.


Page 180 of 191

d) General description and other conditions.

e) Technical Specifications.

f) Tender drawings

g) Forms

h) Bill of Quantities

i) Time Schedule

j) Correspondence after receipt of tender till acceptance

k) Letter of Acceptance.

3. In consideration of the payments to be made by the EMPLOYER to the CONTRACTOR as

herein after mentioned the CONTRACTOR hereby covenants with the EMPLOYER to

construct, complete and maintain the works in conformity in all respects with the provisions

of the contract.

4. The EMPLOYER hereby covenants to pay the contractor in consideration of the construction

completion and maintenance of the works the contract price at the times and in the manner

prescribed by the contract.

Signed, sealed and delivered by the …………………………… in the presence of

Dated Signature of Contractor For and on behalf of EMPLOYER.

in the capacity of Dated Signature of EMPLOYER,

on behalf of Designation.

Witness Witness

1. 1.

2. 2.

******


Page 181 of 191

SECTION 6

DRAWINGS


Page 182 of 191

VOLUME – II

SECTION - 6- DRAWINGS

Drawing

No. Content Page No.

1.0 Key Plan 183

2.0 General Arrangement 184

3.0 Details of Pavements 185

4.0 Details of Storm Water Drain 186

5.0 Details of Cable Chase 187

6.0 Details of Compound Wall 188

7.0 Details of Entrance Gate 189

8.0 Office - Plan – Typical Floor 190

9.0 Office - Section and Elevation 191

10.0 Watch Tower - Details 192

11.0 Watch Tower – Plan & Elevation Details 193

KPL/PPD/RoRo GCB-II/PY/2017 Development of car parking yard for RO RO cum GCB-II

Page 181 of 211


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Section-7- Bill of Quantities Page 1 of 69

SECTION 7

BILL OF QUANTITIES


Section-7- Bill of Quantities

PREAMBLE TO RATE SCHEDULE

1. General

The contractor’s attention is drawn to the conditions of contract, the specifications and the

drawings all of which are to be read in conjunction with the Bill of Quantities hereinafter.

Directions and descriptions of work and material given in the other parts of the Contract

Documents are not necessarily repeated in the Bill of Quantities.

The total cost of complying with all the provisions, conditions, obligations and liabilities

etc. described in the contract and of carrying out the works as specified including, but not

by way of limitation, all charges and the rates and prices inserted in the Bill of Quantities

hereinafter unless expressly otherwise provided for in the contract. Consequently, the

contractor shall have no claim for further or extra payment in respect of any work or rates

and prices set against each item are to be for full and / or described in the specification

which can reasonably be inferred there from and are to cover the cost of provision of all

labour, materials, tools, tackles, plants, equipment, fuel, over head & profit etc., all as per

conditions stipulated elsewhere. The rates shall also include all contingent costs and

charges including all taxes such as VAT, Income Tax, Building & other Construction

workers welfare cess and general tax and all the contractor’s obligations under the contract

and all matters and things necessary for the proper completion and maintenance of the

works. The quantities given in the Bill of Quantities are estimated. The basis of payment

shall be the actual quantities of work ordered and carried out as measured jointly by the

contractor and by the Engineer or his representative and valued at the rates and prices

specified in the Bill of Quantities, where acceptable and otherwise at such rates and prices

as the Engineer may fix within the terms of the contract. The quantities of work and

materials stated in the Bill of Quantities shall not be considered as limiting of extending the

amount of work to be done or material to be supplied by the contractor.

The contractor is deemed to be familiar with all site conditions at the Port Site, weather, all

site investigation records, available means of access and the locality of any existing

services and working restrictions due to testing site features or other contractor’s works in

order to execute the works. General directions and descriptions of work and materials are



not necessarily repeated or summarized in the Bill of Quantities. The contractor is deemed

to have referred to the relevant sections of the contract documentation and prices

incorporated against each item in the Bill of Quantities. The method of measurement is

described in the following preambles and / or is demonstrated in the measured items

included in the Bill of Quantities.

Unless separate items are measured, rates and prices must include for all testing in

accordance with the specification.

The following abbreviations have been used:

PS -Provisional Sum

LS -Lump Sum

M /m -metre

M2/ m2 -square metre

M3/ m3 -cubic metre

T/t /Te/ te/MT -tonne

wk -week

No. -Number

Rs. -Indian Rupee

2. METHOD OF MEASUREMENT & MODE OF MEASUREMENT

2.1 General

Unless stated or billed otherwise, quantities shall be measured in accordance with IS: 1200

and are net as they are finished and fixed in the works. The rates and prices shall include

whatever allowance is considered by the contractor to be necessary for waste, working

area, construction slopes, batters etc. The method of measurement shall comply with the

provision hereafter.



2.2 Units Rates prevail

In case of any arithmetical errors in the calculations (Quantity x Unit Rates) in the Bill of

Quantities, the quoted unit rates shall prevail. Arithmetical errors will be corrected by the

employer in the manner set out in the Instructions to Tenderers.

The required area shall be worked out correct upto 2 places of decimals of sq.mtr. and

quantity shall be worked out upto 2 places of decimals of cubic meters of all items. The

length & width shall be worked out correct upto 2 places of decimals of running meter

for all the measurements. However levels shall be recorded in three decimals.

2.3 Earthwork Excavation

The earthwork excavation shall be measured by levels taken jointly by the Engineer’s

representative and the contractor (or his representative) before the excavation is

commenced and after it is completed and consolidated. The volume shall be calculated

based on pre and post recorded levels by using Simpson’s rule.

(i) Earth filling

The volume of each filling shall be measured as under:

(a) The initial existing ground levels shall be taken on every 5 m x 5m grid after watering

and compacting the existing ground with vibratory roller interim /final levels shall be taken

on the same grid. The final recorded levels shall be restricted to the desire levels as shown

in the drawings and quantities shall be calculated by applying prismoidal / Simpson’s

formula for payment. The length and breadth shall be measured as per actual at site.

• Quantity of filled earth shall be reduced by 5% for the purpose of payment when the

measurements are taken for the interim bills.

• The final quantity of billed earth shall be reduced only by 1% in final measurements

taken after achieving required level of each filling.



(ii) Gravel / Granular Sub-Base (GSB) / Wet Mix Macadam (WMM)

Initial levels of existing surface shall be taken on every 5m x 5m grid and final levels shall

be taken after laying Gravel / GSB / WMM layer on the same grid. However, Contractor

has to lay Gravel / GSB / WMM in layers and finished it to required thick.

2.4 Dismantling/ Demolition

The dismantling/ demolition works shall be measured by taking Pre measurements jointly

recorded by the contractor (or his representative) and Engineer’s representatives before

starting the dismantling work. The final quantity of dismantling will be the levels taken

prior to and after completion of the dismantling work at site.

2.5 Concrete

The concrete works shall be measured net to the dimensions shown on the drawings or

ordered by the Engineer or his representative except where otherwise specially described at

prescribed in the specifications.

The rates for concrete shall include for all labour, material, tools, tackles, plant, equipment,

fuel, shuttering, centering, transporting, depositing, concrete compacting, forming

construction joints, curing etc.

2.6 Interlocking Paving Block

Interlocking paver block shall be paid as finished work in square meters after sand bedding

and laying of blocks etc to the satisfaction of Engineer In- Charge.

The quantity shall be calculated by measuring actual length and breadth at site as shown in

the drawing. No extra payment shall be made for bedding.

2.7 Reinforcement Steel

Steel bars will be measured as fabricated by their weight in tones as calculated from the

approved bending schedules and bar lists on the basis of the nominal weights in IS: 1786.



Authorized laps, Chairs/ Separators, lifting hooks shall also be measured and paid based on

the nominal weights as specified in IS: 1786.

3. PAYMENT

3.1 General

Payment to the contractor shall be made on the recorded measurements and the contractor

will have to submit bills in the prescribed form once in a month and payment will be made

ordinarily once in a month. The Port shall pay 75% of the net amount of the bill submitted

within 10 days from the date of receipt of the bill and the balance within 30 days from the

date of receipt of the bill. On completion of the work or on the prior termination of the

contract final measurement will be taken and account adjusted accordingly. No separate

mobilization/ demobilization fee shall be payable for bringing all the plants, machinery and

equipment required for piling and for any other work. The contractor shall include the

same suitably in the respective items of the rate schedule.

3.2 (i) Earthwork excavation

The earthwork excavation shall be measured by levels taken jointly by the Engineer’s

representative and the contractor (or his representative) before the excavation is

commenced and after it is completed and consolidated. The volume shall be calculated

based on pre and post recorded levels by using Simpson’s rule.

(ii) Earth filling

This shall be paid as finished work in cubic metres.

(iii) Gravel / Granular Sub-base (GSB) / Wet Mix Macadam (WMM)

Gravel / Granular Sub-base (GSB) / Wet Mix Macadam (WMM) shall be paid as

finished work in cubic meters.



3.3 Concrete

The rate for concrete items shall include all costs that are necessary to obtain concrete

quality as described in the specifications but not limited to the following items:

-Supply, delivery and storage of all materials

-Provision of all mixing, transport equipment etc.

-Curing concrete and making and curing of test cubes and testing

-Provision of all shuttering, centering

-Provision of ducts and void formers

-Finishing as specified

-All labour, fuel, tools, tackles, and contingent items

3.4 Payment for PCC & RCC items

100% Payment for concreting items shall be made to the contractor after fulfillment of

280days cube test results as per IS 456 in accordance with clause 41 of Section-2.

3.5 Interlocking Paving Block

Interlocking paving block shall be paid as finished work in square meters after sand

bedding and laying of blocks etc to the satisfaction of Engineer’s representative.

3.6 Reinforcement bars

Payment shall be made in Metric Ton. Reinforcement steel will be measured by weight,

supplied and fixed accordance with the drawings and specifications. The weight of

reinforcement bars of various diameters will be calculated in accordance with the IS

1786.The rate shall include for cuttings, wastage, straightening short and long length,

bending, fixing and provision of chairs, special bars or supports, binding wires, saddles

etc., including preparing bending schedules from drawings. Laps provided in the

reinforcement according to the drawings and approved by Engineer’s representative shall

be paid.



For all works where specific mention is not made in this preamble, rates entered shall

include providing all equipments, supply of all materials and performing all operations in

accordance with the specification , applicable drawings and instructions of the

Engineer.The Bill of Quantities shall be read in conjunction with the Instructions to

Bidders, Conditions of Contract, General description of works and other conditions,

Technical Specifications, Drawings, Schedules and Annexure.

3.7 General

1) The quantities given in the Bill of Quantities are estimated and provisional and are

given to provide a common basis for bidding. The basis of payment will be the

actual quantities of work ordered and carried out, as measured by the Contractor and

verified by the Engineer and valued at the rates and prices tendered in the priced Bill

of Quantities, where applicable, and otherwise at such rates and prices as the

Engineer may fix within the terms of the Contract.

2) The rates and prices bid in the priced Bill of Quantities except insofar as it is

otherwise, provided under the Contract, include all constructional plant, labour,

supervision, materials, all temporary works and false works, erection, maintenance,

establishment and overhead charges, profit, foreign taxation and levies, local levies

and other charges, together with all general risks, liabilities and obligations set out or

implied in the Contract and including remedy of any defects during the Defects

Liability Period.

3) “Re-preparation as per Specifications requirement of previously completed similar

works before construction of subsequent layers/works shall be deemed to be

included in the Bid Rates and Prices in the Priced Bill of Quantities (BOQ) of

respective items”.

4) The rates and prices shall be quoted entirely in Indian Rupee.



5) The rate or price rounded off to the nearest Indian Rupee shall be entered against

each item in the Bill of Quantities both in figures and words, whether quantities are

stated or not. The cost of items against which the Contractor has failed to enter a rate

or price shall be deemed to be covered by other rates and prices entered in the Bill of

Quantities.

6) The whole cost of complying with the provisions of the Contract shall be included in

the items provided in the priced Bill of Quantities, and where no items are provided,

the cost shall be deemed to be distributed among the rates and prices entered for the

related items of work.

7) General directions and descriptions of work and materials are not necessarily

repeated or summarized in the Bill of Quantities. References to the relevant sections

of the contract documentation shall be made before entering rates or prices against

each item in the Bill of Quantities.

8) The method of measurement of completed work for payment shall be in accordance

with the requirements as stated in the individual sections of the Technical

Specifications.

9) Coarse Sand: In this tender, the contractor can use river sand / M sand

confirming specification as per relevant IS code & with the approval of

Engineer / Engineer representative for all works. Payment shall be made as

per respective BoQ items

******

KPL/PPD/ PY/2017 Development of car parking yard for RO RO cum GCB-II

Section-7- Bill of Quantities Page 10 of 69

KPL/PPD/ PY/2017 Development of car parking yard for RO RO cum GCB-II


DEVELOPMENT OF CAR PARKING YARD FOR RO RO CUM GCB - II

SUMMARY OF BILL OF QUANTITIES

SL.NO. DESCRIPTION OF WORK BILL

NO.

AMOUNT

(INR)

1 Construction of yard for parking cars and trucks by providing Paving Blocks and PQC Bill_01

2 Construction of RCC Storm Water Drain Bill_02

3 Construction of RCC Cable Chase Bill_03

4 Construction of Compound Wall Bill_04

5 Construction of Security Watch Towers (2 nos) Bill_05

6 Construction of Office Building Bill_06

Total

Add GST Amount

GRAND TOTAL (INR)

KPL/PPD /PY/2017 Development of car parking yard for RO RO cum GCB-II


BILL OF QUANTITIES

DEVELOPMENT OF CAR PARKING YARD FOR RO RO CUM GCB-II

Sl.No Probable

Qty Description of Item

Rate in

Figures Rate in Words Unit

Total

Amount

( in INR )

( in INR

)

(1) (2) (3) (4) (5) (6) (7)

Bill No. 01 Construction of yard for parking cars and trucks by providing Paving Blocks and PQC

1

94000.00

Sq.m

Clearing scrub jungle including uprooting of vegetation,

grass, brush wood, trees and saplings and removal of

rubbish up to a distance of 1 km outside the periphery of

the area cleared with all lead and lift, loading and

unloading, hire charges of machinery and equipments,

transportation charges, labour charges and all other

incidental charges etc., complete as per standard technical,

detailed specification and design and direction of the

Engineer in-charge.

Note: The rate quoted is inclusive of removal of top soil

along with vegetation; grass etc. for taking the pre levels

in the area.

1Sq.m

(One

Square

Meter)

2

21275.00

Cu.m

Earth work excavation in ordinary Soil, Sand, clay mixed

, Small Boulders, debris, rubbish etc., by mechanical

means to the required level including filling the good

materials in low lying area within the work area, disposal

of surplus earth with in lead up to 2Km, disposed earth to

1Cu.m

(One

Cubic

Meter)



be levelled and neatly dressed, with all lead and lift,

loading and unloading, hire charges of machinery and

equipments, transportation charges, labour charges and all

other incident charges etc., complete as per the standard

technical detailed specification and direction of the

Engineer in-charge.

Note: The payment for earthwork shall be made based on

levels. The volume shall be calcualted based on pre and

post recorded excavation levels and by using Simpson's

rule.

3

58620.00

Cu.m

Filling the yard with available soil inside the port area

including conveyance of soil within a lead of 3km to site.

Spreading the earth uniformly to the entire yard formation

in layers of not exceeding 250mm thick all as directed

including compacting each layer including watering with

all leads for water and finishing the surface to the line and

grades, sections as directed by the Engineer In-charge and

including hire charges and running charges for the roller

and all other tools and plants employed for the work and

all labour charges widening of yard including compacting

the original ground with power roller etc.,

Note: The payment for earth filling shall be made based

on levels. The volume shall be calculated based on pre

and post recorded levels and by using Simpson's rule.

1Cu.m

(One

Cubic

Meter)

4

94870.00

Sq.m

Preparation of sub-grade to the specified grade and

camber,compaction with vibratory roller (80-100KN static

weight) making good the undulations Including

excavating earth upto a depth of 22.5cm.and disposal of

surplus earth to a lead of 500m.including hire and

operational charges of roller, tools, plant etc., as required

and as directed by the Engineer-in-charge complete

including all labour and materials etc complete.

1Sq.m

(One

Square

Meter)



5

12002.00

Cu.m

Providing gravel sub base below the Granular Sub Base

including cost and conveyance of gravel from any source

to site, spreading the gravel uniformly to the entire yard

formation in layers as directed by the Engineer In-charge

including compacting each layer to the required level in

accordance with IS2720 part VII using required capacity

rollers to achieve the required density in each layer

including watering with all leads for water and finishing

the surface to the lines and grades sections, compacting

with power roller, all labours, materials, equipments, tools

& tackles etc. complete as directed by the Engineer In-

charge and as per Standard specification.

Note: The payment for gravel sub base shall be made

based on levels. (pre and Post level)

1Cu.m

(One

Cubic

Meter)

6

13773.00

Cu.m

Providing and laying GRANULAR SUB BASE (GSB)

layer on the prepared gravel layer with approved granular

materials conforming to Section 400, Clause 401 of

MORT&H including screening, spreading in uniform

layer with Motor grader, watering and premixing at

optimum moisture content, compacting with Power and

Vibratory Rollers and fine dressing to required grade and

cross slope as shown on the Drawing or as directed by the

Engineer, including obtaining and transporting all

materials from approved quarry site to work site with all

lifts and lead by Mechanical Transport, head load or any

other mode of Transportation, including labour, tools,

equipment, safety measures, testing and incidentals

necessary to complete the work as per standard technical

specification.

Note: The payment for granular sub base shall be made

based on levels. (Pre and Post level)

1Cu.m

(One

Cubic

Meter)



7

11280.00

Cu.m

Providing, laying, spreading and compacting graded stone

aggregate to wet mix macadam (WMM) specification

conforming to Section 400, Clause 406 of MORT&H

including premixing the material with water at OMC in

mechanical mix plant, carriage of mixed material by

tipper to site, for all leads & lifts, laying in uniform layers

with mechanical paver finisher in sub- base / base course

on well prepared surface and compacting with vibratory

roller to achieve the desired density, complete as per

specifications and directions of Engineer-in-Charge.

Note: The payment for Wet Mix Macadam shall be made

based on levels. (Pre and Post level)

1Cu.m

(One

Cubic

Meter)

8

850.00

Cu.m

Supplying, laying and rolling to levels using suitable

roller with the coarse river sand / M. sand to a finished

thickness of 30mm all as per relevant specifications,

drawings and as directed including all labour, tools,

equipments, fuel, transport etc, Complete.

Note: Based on the availability of coarse river sand in the

market, using of crusher sand or coarse sand shall be

decided by the Engineer In-charge during execution of

work.

1Cu.m

(One

Cubic

Meter)

9

850.00

Cu.m

Supplying, laying and rolling to levels using suitable

roller with the crusher sand to a finished thickness of

30mm all as per relevant specifications, drawings and as

directed including all labour, tools, equipments, fuel,

transport etc., Complete.

Note: Based on the availability of coarse river sand in the

market, using of crusher sand or coarse sand shall be

decided by the Engineer In-charge during execution of

work.

1Cu.m

(One

Cubic

Meter)



10

52671.00

Sq.m

Supplying P.C.C Paving blocks of M 40mix of size

200mm x 100 mm x 100 mm thick to a correct alignment

and gradient in approved pattern as per drawing and or as

directed by the Engineer over the river sand / crusher sand

filling and setting the blocks with hand tight and

compacting using vibrator to bring out joints not more

than 5mm wide between the blocks including brushing the

river sand into the joints to fill the gap wherever required

and vibrating again so as to achieve full interlock of

required shape and size all as directed at site of work

including all labour, materials, tools, equipments etc.,

complete.

1Sq.m

(One

Square

Meter)

11

37.00

Cu.m

Providing and placing in-situ concrete of grade M40 for

rigid pavement of thickness 100 mm in the gap between

paving blocks and chase/drain portion etc all as per

drawing and or as directed by the Engineer including

provision of shuttering, mixing, transporting, placing,

vibrating, curing the concrete including all labour,

materials, tools, equipment, fuel and all sampling, testing

and records etc., including all labour, material,

equipments, tools, fuel, etc. complete.

1Cu.m

(One

Cubic

Meter)

12

3542.00

Cu.m

Providing and laying of dry lean cement concrete of M10

grade placed by a paver over a prepared sub-base with

coarse and fine aggregate conforming to IS:383, the size

of coarse aggregate not exceeding 25 mm, aggregate

cement ratio not to exceed 15:1, aggregate gradation after

blending to be as per specifications, cement content not to

be less than 150 Kg/cum, optimum moisture content to be

determined during trial length construction, concrete

strength not to be less than 10 Mpa at 7 days, mixed in a

batching plant, transported to site, for all leads & lifts, laid

1Cu.m

(One

Cubic

Meter)



with a mechanical paver, compacting with 80 -100 KN

static weight vibratory roller to not less than 98% of lab

density as per clause 601.7 of MoSRT&H , finishing and

curing etc. complete as per direction of Engineer-

incharge.

13

10625.00

Cu.m

Providing and laying plain cement concrete of Design mix

M40 grade over a prepared leveling course in panels of

4.0m x 4.5m or any other suitable dimensions as directed

by the employer as top layer of finished average thickness

300mm including providing necessary contraction /

expansion joints as shown in the drawing and laid with

proper slope and levels including shuttering, strutting,

mixing, transporting, placing, vibrating with screed

vibrator, curing etc., all as per relevant specifications,

drawings and as directed including all labour, material,

equipments, tools, plants, fuel, etc., complete.

Note: Providing Dowel rods, bitumen pad for expansion

joint, sealing compound for expansion /contraction joints

will be measured and paid separately under relevant item.

1Cu.m

(One

Cubic

Meter)

14

700.00

Sq.m

Providing impregnated bituminous pad of 20mm thick in

Expansion joint as per drawing and/or as directed at site

including cost of all materials, labour, formwork, tools

and plants including all other incidental charges etc.,

complete as per relevant standard specifications and as per

the direction of Engineer in-charge.

1Sq.m

(One

Square

Meter)

15

3000.00

kg

Supplying and Providing Dowel bars of 16mm diameter

(Mild Steel rounds) for expansion joints or Contraction

joints as per drawing and/or as directed at site including

cost of all materials, labour, formwork, tools and plants

including all other incidental charges etc.,complete as per

relevant standard specifications and as per the direction of

Engineer in-charge.

1kg

(One

Kilogram)



16

4600.00

kg

Supplying and Providing Tie bars of 10mm diameter of

deformed steel for Longitudinal joints as per drawing

and/or as directed at site including cost of all materials,

labour, formwork, tools and plants including all other

incidental charges etc., complete as per relevant standard

specifications and as per the direction of Engineer in-

charge.

1kg

(One

Kilogram)

17

6615.00

Rm

Supplying & Laying 'A' grade sealing compound in

Contraction Joint of size 12 mm thk, 75mm depth and as

per as per drawing and/or as directed at site including

Groove cutting, cost of all materials, labour, formwork,

tools and plants including all other incidental charges etc.,



1Rm

(One

Running

Meter)

18

7133.00

Rm


Longitudinal Joint of size 12 mm thk, 90mm depth and as



tools and plants including all other incidental charges etc.,



1Rm

(One

Running

Meter)

19

2515.00

Rm


Expansion joint of 20mm thick and 25mm depth and as



tools and plants including all other incidental charges etc;

complete as per relevant standard specifications etc.,

complete as per the direction of Engineer in-charge.

1Rm

(One

Running

Meter)



20

500.00

Cu.m

Supplying, Filling with gravel between narrow portions

such as Drains and Cable chase, Compound wall and

Cable chase etc., in the yard area including conveyance of

gravel, Compaction, watering, all labour charges etc.,

complete as per relevant standard specifications etc., as

per the direction of Engineer in-charge.

1Cu.m

(One

Cubic

Meter)

21

Felling trees of the girth (Measured at a height of 1m

above ground level) including cutting of trunks and

branches removing the roots and stacking of serviceable

materials and disposal of unserviceable materials.

21.1

6

Nos

Beyond 60cm girth upto and including 120cm girth

1 Nos

(One

Number)

21.2

3

Nos

Beyond 120cm girth upto and including 240cm girth

1 Nos

(One

Number)

22

400

hp.hr

Bailing out water from foundations / pipe line trenches

with oil engine driven pump sets including hire charges,

fuel charges and wages for the driver and helper

1 hp.hr

(One

Horse per

Hour)

Sub Total of Bill No. 01

Bill No. 02 Construction of R.C.C Storm Water Drain

1

2060.00

Cubic

Meter

Earth work excavation in ordinary soil, sand, clay mixed

with roots, debris, rubbish etc. as existing at site of work

for foundation dressing of sides, ramming of bottom all as

specified under relevant schedules, drawings including

depositing the excavated materials with in a lead of 1Km

1Cu.m

(One

Cubic

Meter)



for re-transportation as directed including all labour,

shoring, strutting and dewatering wherever necessary

transport, tools, tackles, equipment, fuel, etc., complete.

2

260.00

Cubic

Meter

Providing and laying plain cement concrete of mix1:4:8

volumetric proportions (1 cement: 4 coarse river sand: 8

graded hard granite stone aggregate of 40 mm nominal

size) for levelling course in foundations all as per

specification, drawings and as directed including mixing,

transporting, placing, ramming, curing, shuttering,

dewatering if any., etc including all labour, material,

equipments, tools, fuel etc. complete.

1Cu.m

(One

Cubic

Meter)

3

Providing and Placing in-situ cement concrete of mix

1:1.5:3 in volumetric proportions (1 cement: 1.5 coarse

river sand: 3 graded hard granite stone aggregate of 20 mm

nominal size) for R.C.C works such as bottom slab and

sidewalls of drain all as per relevant specifications,

drawings and as directed including mixing, transporting,

placing, vibrating, shuttering, curing, dewatering if any

including all labour, material, equipments, tools, plants,

fuel, etc. complete.

3.1

430.00

Cubic

Meter

Bottom slab

1Cu.m

(One

Cubic

Meter)

3.2

1090.00

Cubic

Meter

Side walls

1Cu.m

(One

Cubic

Meter)



4

92.00

Cubic

Meter

Providing and Placing cement concrete of mix 1:1.5:3 in

volumetric proportions (1 cement: 1.5 coarse river sand: 3


size) for R.C.C works of drain precast cover slab of size as

per relevant specifications, drawings and as directed

including mixing, transporting, handling, placing,

vibrating, shuttering arrangements for pre casting the slabs,

curing, including finished with the top surfaces with C.M

1:3 , 6-10mm thick including providing lifting hook,

curing, all labour, material, equipments, tools, plants, fuel,

etc. complete.

1Cu.m

(One

Cubic

Meter)

5

213.00

Cubic

Meter




nominal size) for R.C.C works of drain in-situ cover slabs

of size as per relevant specifications, drawings and as

directed including mixing, transporting, placing, vibrating,

shuttering , curing, including finished with the top surfaces

with C.M 1:3 , 6-10mm thick including providing lifting

hook, curing, all labour, material, equipments, tools, plants,


1Cu.m

(One

Cubic

Meter)

6

136322.00

kg

Supplying, transporting and fabricating TMT Fe500D bars

and placing in position as reinforcement for all RCC

members, as shown in the drawing including all handling,

cutting, bending and tying with 1.25mm dia black annealed

binding wire including all materials and labour, lifting,

tools, equipments, etc., complete.

1kg

(One

Kilogram)



7

515.00

Cubic

Meter

Refilling with available excavated earth (excluding

boulder, rubbish, debris, other deleterious material etc.,) in

sides of drain chase all as per the details shown in the

drawings, specified in the relevant schedules and as

directed in layers not exceeding 20 cms thickness

consolidating the deposited earth in layers by watering and

ramming including all labour, tools, equipment, etc.,

complete

1Cu.m

(One

Cubic

Meter)


Bill No. 03 Construction of R.C.C Cable Chase

1

2075.00

Cubic

Meter


with roots, debris, rubbish etc. as existing at site of work

for foundation dressing of sides, ramming of bottom all as


depositing the excavated materials with in a lead of 1Km

for re-transportation as directed including all labour,

shoring, strutting and dewatering wherever necessary

transport, tools, tackles, equipment, fuel, etc., complete.

1Cu.m

(One

Cubic

Meter)

2

260.00

Cubic

Meter

Providing and laying plain cement concrete of mix1:4:8



size) for levelling course in foundations all as per

specification, drawings and as directed including mixing,

transporting, placing, ramming, curing, shuttering,



1Cu.m

(One

Cubic

Meter)



3




nominal size) for R.C.C works such as bottom slab and

sidewalls of drain all as per relevant specifications,





3.1

455.00

Cubic

Meter

Bottom slab

1Cu.m

(One

Cubic

Meter)

3.2

940.00

Cubic

Meter

Side walls

1Cu.m

(One

Cubic

Meter)

4

95.00

Cubic

Meter

Providing and Placing cement concrete of mix 1:1.5:3 in

volumetric proportions (1 cement: 1.5 coarse river sand: 3


size) for R.C.C works of drain precast cover slab of size as

per relevant specifications, drawings and as directed

including mixing, transporting, handling, placing,

vibrating, shuttering arrangements for pre casting the slabs,

curing, including finished with the top surfaces with C.M

1:3 , 6-10mm thick including providing lifting hook,

curing, all labour, material, equipments, tools, plants, fuel,

etc. complete.

1Cu.m

(One

Cubic

Meter)



5

222.00

Cubic

Meter




nominal size) for R.C.C works of drain in-situ cover slab of

size as per relevant specifications, drawings and as directed

including mixing, transporting, placing, vibrating,

shuttering , curing, including finished with the top surfaces

with C.M 1:3 , 6-10mm thick including providing lifting

hook, curing, all labour, material, equipments, tools, plants,


1Cu.m

(One

Cubic

Meter)

6

127912.00

kg







1kg

(One

Kilogram)

7

2832.00

kg

Supplying, transporting and fabricating structural steel

angles of size 50 mm x 50 mm x 5mm and placing in

position as supporting legs for cables in cablechase as

shown in the drawing including all handling, cutting,

including painting 2 coats over one coat of anticorrosive

paint including all materials and labour, lifting, tools,

equipments, etc., complete.

1kg

(One

Kilogram)

8

520.00

Cubic

Meter

Refilling with available excavated earth (excluding

boulder, rubbish, debris, other deleterious material etc.,) in

sides of drain chase all as per the details shown in the

drawings, specified in the relevant schedules and as

directed in layers not exceeding 20 cms thickness


ramming including all labour, tools, equipment, etc.,

complete.

1Cu.m

(One

Cubic

Meter)




Bill No. 04 Construction of Compound Wall

1


with roots, small boulders, debris, rubbish etc. as existing at

site of work for column and plinth beam foundation

dressing of sides, ramming of bottom, all as specified under

relevant schedules, drawings including depositing the

excavated materials within a lead of 1Km for re-

transportation as directed including all labour, shoring,

strutting and dewatering wherever necessary transport,

tools, tackles, equipment, fuel, etc., complete.

656.00

Cubic

Meter

upto 1.5m

1Cu.m

(One

Cubic

Meter)

75.00

Cubic

Meter

Above 1.5m level

1Cu.m

(One

Cubic

Meter)

2

44.00

Cubic

Meter

Providing and laying plain cement concrete of mix1:4:8 in


graded hard granite stone aggregate of 40 mm nominal size)

for leveling course in foundations all as per specification,


placing, consolidating, by ramming, curing, shuttering,



1Cu.m

(One

Cubic

Meter)

3


1:1.5:3 in volumetric proportions (1 cement: 1.5 coarse river

sand: 3 graded hard granite stone aggregate of 20 mm

nominal size) for R.C.C works such as Column footings and

column below Floor Level all as per relevant specifications,







69.00

Cubic

Meter

1.column footing

1Cu.m

(One

Cubic

Meter)

26.00

Cubic

Meter

2.Column below Floor Level

1Cu.m

(One

Cubic

Meter)

4

54.00

Cubic

Meter

Providing and Placing in-situ cement concrete of mix1:1.5:3

in volumetric proportions (1 cement: 1.5coarse river sand: 3


for R.C.C Column above floor level as per relevant

specifications, drawings and as directed including mixing,

transporting, placing, vibrating, shuttering, curing and

finishing the exposed surfaces with C.M1:3, 6 to 10 mm

thick including all labour, material, equipments, tools,

plants, fuel, etc. complete.

1Cu.m

(One

Cubic

Meter)

5

66.00

Cubic

Meter

Providing and laying Cement concrete in mix 1:1.5:3 in

volumetric proportions (1 Cement: 1.5 coarse river sand: 3


for RCC in plinth beam all as per the details shown in the

drawings, specified in the relevant schedules and as directed

including centering, shuttering, scaffolding, mixing,

transporting, placing, vibrating, curing including all labour,

materials, tools, equipments, etc, complete.

1Cu.m

(One

Cubic

Meter)



6

16.00

Cubic

Meter

Providing and Placing in-situ cement concrete of mix1:1.5:3

in volumetric proportions (1 cement: 1.5coarse river sand:

3graded hard granite stone aggregate of 20 mm nominal

size) for R.C.C coping beam over the Column all as per

relevant specifications, drawings and as directed including

mixing, transporting, placing, vibrating, shuttering, curing

and finishing the exposed surfaces with C.M. 1:3, 6 to 10

mm thick including all labour, material, equipments, tools,

plants, fuel, etc. complete.

1Cu.m

(One

Cubic

Meter)

7

107.00

Cubic

Meter

Brick Work using bricks of class designation 50 in cement

mortar 1:5 (1 cement: 5 Course river sand) in walls up to

finish floor level in compound wall etc. All as per the details

shown in the drawings and specified in the relevant

schedules and as directed including scaffolding, curing all

labours, materials, tools, equipments etc., complete.

1Cu.m

(One

Cubic

Meter)

8

925.00

Sq.m

Preparing the external surfaces of compound walls in the

Brick work portion and providing plaster in cement mortar

1:5 (1 cement: 5 fine river sand) 12 mm thick all as per the

details shown in the drawings as specified in the relevant

schedules and as directed to the required finish including

forming grooves with thread as required, curing etc.,

including all labour, tools, material, equipments, etc.,

complete.

1Sq.m

(One

Square

Meter)

9

1665.00

Sq.m

Hollow concrete block work using blocks of size 400x 200

x200 mm first class in cement mortar 1:5 (1Cement : 5

Coarse river sand) for compound walls including punning

the same with C.M 1:3 all as per the details shown in the

drawings and specified in the relevant schedules and as

directed including scaffolding, curing all labour, materials,

tools, equipments etc., complete.

1Sq.m

(One

Square

Meter)



10 28436.00

kg







1kg

(One

Kilogram)

11

14252.00

kg

Providing and fixing of Compound wall Gate including in

priming coat and two coats of epoxy painting as approved

including all materials and applications main compound

wall as per the drawing and direction of Engineer In-charge.

1kg

(One

Kilogram)

12 5350.00

Sq.m

Preparing the surfaces, providing and finishing the walls of

compound walls including two coats of colour cement paint

of approved quality and Colour or combination of Colours

to give an even shade, as approved by the Engineer or his

representative, over one coat of white cement paint

including curing, scaffolding, all labour, materials, brushes

etc., complete.

1Sq.m

(One

Square

Meter)

13

592.00

Cubic

Meter

Refilling with available excavated earth (excluding boulder,

rubbish, debris, other deleterious material etc.,) in sides of

compound wall, all as per the details shown in the drawings,

specified in the relevant schedules and as directed in layers

not exceeding 20cms. thickness consolidating the deposited

earth in layers by watering and ramming including all

labour, tools, equipment, etc., complete.

1Cu.m

(One

Cubic

Meter)




Bill No. 05 Construction of Security Watch Towers (2 nos)

1

22.00

Cubic

Meter

Earth work excavation in ordinary soil, sand, clay mixed,

small boulders, debris, rubbish etc. as existing at site of

work for column and plinth beam foundation dressing of

sides, ramming of bottom, all as specified under relevant

schedules, drawings including depositing the excavated

materials within a lead of 1Km for re-transportation as

directed including all labour, shoring, strutting and

dewatering wherever necessary transport, tools, tackles,

equipment, fuel, etc., complete.

1Cu.m

(One

Cubic

Meter)

2

4.00

Cubic

Meter

Providing and laying plain cement concrete of mix 1:4:8 in



for levelling course in foundations all as per specification,

drawings and as directed including shuttering, mixing,

transporting, placing, consolidating, by ramming, curing,



1Cu.m

(One

Cubic

Meter)

3

10.00

Cubic

Meter

Providing and laying in-situ cement concrete of mix 1:1.5:3

in volumetric proportions (1 cement: 1.5 coarse river sand: 3


for R.C.C works such as Column footings and Column

pedestal below Ground level and all work up to plinth level

as per relevant specifications, drawings and as directed

including shuttering, mixing, transporting, placing,

vibrating, curing, dewatering if any including all labour,

material, equipments, tools, plants, fuel, etc. complete.

1Cu.m

(One

Cubic

Meter)



4

6.00

Cubic

Meter

Providing and laying in-situ cement concrete of mix 1:1.5:3



for R.C.C works such as columns above plinth level up to

floor level, Waist slab beam as per relevant specifications,

drawings and as directed including shuttering, mixing,

transporting, placing, vibrating, curing, dewatering if any



1Cu.m

(One

Cubic

Meter)

5

27.50

Cubic

Meter

Providing and laying in-situ reinforced cement concrete of

mix 1:1.5:3 (1 Cement: 1.5 Coarse river sand: 3 stone

graded aggregate 20mm graded metal) for RCC works,

including the cost of centering, shuttering, and

reinforcement. The coarse aggregate being the hard granite

stone graded aggregate of 20 mm metal and the fine

aggregate being the coarse river sand for work in Roof

beams, suspended floors, roofs, landings, balconies, shelves,

staircases, lintel, sunshade etc. up to floor five level

including shuttering, mixing, transporting, placing,

vibrating, shuttering, curing, dewatering if any including all

labour, material, equipments, tools, plants, fuel, all as per

specifications, drawings and as directed etc. complete.

1Cu.m

(One

Cubic

Meter)

6

8.00

Cubic

Meter

Refilling with the available excavated earth (excluding

boulders, rubbish, debris etc.,) in basement, sides of

foundation etc., in layers not exceeding 200 mm. thick


ramming including all labour, tools, equipment, all as per

specifications, drawings and as directed etc., complete.

1Cu.m

(One

Cubic

Meter)



7

23.00

Cubic

Meter

Brick work using good quality well burnt stock bricks in

cement mortar 1:5 (1 Cement : 5 Coarse river sand) in super

structure above plinth level up to floor level, for walls,

steps, including tools, equipments, scaffolding, curing all as

per specifications, drawings and as directed, etc. complete.

1Cu.m

(One

Cubic

Meter)

8

32.50

Cubic

Meter

Brick on edge using good quality well burnt stock bricks in

cement mortar 1:3 (1 Cement : 3 Coarse rive sand) for

staircase handrails up to floor level including all labour,

tools, equipments, scaffolding, curing all as per


1Cu.m

(One

Cubic

Meter)

9

280.00

Sq.m

Preparing the RCC members and plastering in cement

mortar 1:3 (1 Cement : 3 Fine river sand), 10-12mm thick to

the required finish with a floating coat of neat cement

including cost of placing, all lead, lift, labours, curing, tools,

plants, equipments, scaffolding all as per specifications,

drawings and as directed etc complete.

1Sq.m

(One

Square

Meter)

10

401.00

Sq.m

Preparing the brickwork and plastering in cement mortar 1:5

(1 Cement : 5 Fine sand), 12-15mm thick to the required

finish, including cost of placing, all lead, lift, labours,

curing, tools, plant, equipment, scaffolding all as per

specification, drawing and as directed etc. complete.

1Sq.m

(One

Square

Meter)

11

110.00

kg

Supplying Providing, fabricating and fixing anodised

aluminum sections with 15 microns thick anodisation for

doors, windows, ventilators with extruded built up standard

tubular sections of approved make to be fixed with plugs

and screws of with fixing clips or with expansion hold

fasteners including necessary filling up of gaps at junctions

at top and sides with required PVC / neoprene felt etc.

aluminum section shall be smooth, rust free, straight, mitred

and jointed mechanically wherever required including cleat

1kg

(One

Kilogram)



and angle, aluminum snap beading for glazing / paneling

C.P . Brass / Stainless steel screws including all labour,

tools, equipments, scaffolding, materials all as per


Note: Aluminium sections shall be smooth, rust-free,

straight, mitered and jointed mechanically wherever

required. Aluminium sections should get approved by the

Engineer-in charge.

12

18.00

Sq.m

Providing and fixing glazing of 5mm/4mm thick/or the

nearest size available in the market, glass paneling in

aluminum door /window, ventilator with PVC/ neoprene

gasket including all labour, materials, tools equipment all as

per specification, drawing and as directed etc., complete.

1Sq.m

(One

Square

Meter)

13

4.00

Sq.m

Providing and fixing 8 mm thick/or the nearest size

available in the market pre laminated particle boards of

approved manufacturer flat pressed or graded wood particle

board in paneling fixed in aluminum door, partition frames

with C.P brass / stainless screws etc., including all labour,

materials, tools equipment, all as per specifications,

drawings and as directed etc., complete.

Note: The actual area of glass provided alone will be

measured for payment purpose.

1Sq.m

(One

Square

Meter)

14

47.00

Sq.m

Providing cement concrete flooring in CM 1:3, (1 Cement :

3 Fine river sand) 20mm thick finished with a neat floating

coat of cement punning including all labour, materials,

equipments, tools, all as per specification, drawing and as

directed etc. Complete.

1Sq.m

(One

Square

Meter)

15

50.00

Sq.m

Preparing and plastering the top surface of the roof slab

cement mortar 1:3 (1Cement:3 fine river sand) 20mm thick

mixed with water proofing admixtures (Fosroc, CICO,

PERMA, Dr. FIXIT) available in the market as per the

1Sq.m

(One

Square

Meter)



manufacturers specifications and compositions with

required slope to drain the water freely and to the required

finish curing etc including all labour, materials, tools,

equipments all as per specifications, drawings and as

directed etc. complete.

16

681.00

Sq.m

Colour washing with two coats of cement paint of approved

make and quality from a standard manufacturer over one

coat of primer over the new plastered surface including all

labour, tools, equipment, scaffolding, materials all as per

specification, drawing and as directed etc., complete.

1Sq.m

(One

Square

Meter)

17

30.00

Sq.m

Preparing the surfaces, providing and finishing the ceiling,

bottom of sunshades and wherever required with two coats

of white. Cement paint of approved quality to give an even

shade, curing, scaffolding etc., including all labour,

materials, brushes, etc., complete.

1Sq.m

(One

Square

Meter)

18

5660.00

kg

Supplying transporting, fabricating, cutting, bending and

tying and placing in position TMT Fe 500D bars steel

reinforcement bars for RCC works including tying with 1.25

mm dia black annealed binding wire all material including

the cost of steel reinforcement, binding wire all handling,

labour, lifting, tools, equipments, scaffolding all as per

specifications, drawings and as directed etc. complete.

1kg

(One

Kilogram)


Bill No. 06 Construction of Office Building



1

212.00

Cubic

Meter


with roots, boulders, (weighing individually less than 250

kg), debris, rubbish etc. as existing at site of work for

foundation dressing of sides, ramming of bottom, all as


depositing the excavated materials within a lead of 1Km for

re-transportation as directed including all labour, shoring,

strutting and dewatering wherever necessary transport,

tools, tackles, equipment, fuel, etc., complete

1Cu.m

(One

Cubic

Meter)

2

33.00

Cubic

Meter

Providing and laying plain cement concrete of mix 1:4:8 in



for levelling course in foundations all as per specification,


placing, consolidating, by ramming, curing, shuttering,



1Cu.m

(One

Cubic

Meter)

3

Providing and Placing insitu-cement concrete of mix 1:1.5:3



for R.C.C works such as Column footings and Column

pedestal below Ground level all as per relevant

specifications, drawings and as directed including mixing,

transporting, placing, vibrating, shuttering, curing,

dewatering if any including all labour, material, equip-

ments, tools, plants, fuel, etc. complete.

Note: Supply, Fabrication and Placing the reinforcement for

the work shall be measured separately under relevant items

of this schedule



3.1

79.00

Cubic

Meter

Column footings

1Cu.m

(One

Cubic

Meter)

3.2

3.00

Cubic Meter

Column below Plinth beam level

1Cu.m

(One

Cubic

Meter)

4

Providing and Placing insitu- cement concrete of mix

1:1.5:3 in volumetric proportions (1 cement: 1.5 coarse river

sand: 3 graded hard granite stone aggregate of 20 mm

nominal size) for R.C.C Column above plinth Beam level

all as per relevant specifications, drawings and as directed

including mixing, transporting, placing, vibrating,

shuttering, curing and finishing the exposed surfaces with

C.M. 1:3, 6 to 10 mm thick including all labour, material,

equipments, tools, plants, fuel, etc. complete.


the work shall be measured separately. P under relevant

items of this schedule

4.1

11.50

Cubic

Meter

Column above plinth beam level up to Ground Floor Roof

level.

1Cu.m

(One

Cubic

Meter)

4.2 11.50

Cubic

Meter

Column above Ground Floor roof level up to First Floor

Roof level.

1Cu.m

(One

Cubic

Meter)



4.3

11.50

Cubic

Meter

Column above First Floor roof level up to Second Floor

Roof level.

1Cu.m

(One

Cubic

Meter)

4.4

3.50

Cubic

Meter

Column above Second Floor roof level in staircase head

room.

1Cu.m

(One

Cubic

Meter)

5

142.00

Cubic

Meter


rubbish, debris, other deleterious material etc.,) in sides of

foundation etc., in layers not exceeding 20 cms. Thickness

all as per the details shown in the drawings, specified in the

relevant schedules and as directed consolidating the

deposited earth in layers by watering and ramming

including all labour, tools, equipment, etc., complete.

1Cu.m

(One

Cubic

Meter)

6

16.50

Cubic

Meter


volumetric proportions (1 Cement : 1.5 coarse river sand: 3


for RCC in plinth beam all as per the details shown in the

drawings , specified in the relevant schedules and as

directed including centering, shuttering, scaffolding, mixing,

transporting, placing, vibrating, curing including all labour,

materials, tools, equipments, etc, complete.



of this schedule

1Cu.m

(One

Cubic

Meter)



7

17.00

Cubic

Meter

Brick work using bricks of class designation 50 in cement

mortar 1:5 (1 Cement : 5 Coarse river sand) for foundation

and basement all as per the details shown in the drawings

and as specified in the relevant schedules and as directed,

including, curing, all labour, materials, tools, equipments

etc., complete.

1Cu.m

(One

Cubic

Meter)

8

195.00

Cubic

Meter


rubbish, debris, other deleterious material etc.,) in basement,

all as per the details shown in the drawings, specified in the

relevant schedules and as directed in layers not exceeding

20cms. Thickness consolidating the deposited earth in layers

by watering and ramming including all labour, tools,

equipment, etc., complete.

1Cu.m

(One

Cubic

Meter)

9

25.50

Cubic

Meter

Supplying and filling with river sand in basement to a

thickness of 100 mm, all as per the details shown in the

drawings specified in the relevant schedules and as directed

including watering, consolidating, labour, materials, tools,

equipments etc., complete.

1Cu.m

(One

Cubic

Meter)

10

26.20

Cubic

Meter

Providing and laying plain cement concrete of mix1:4:8 in

volumetric proportion (1 Cement: 4 coarse river sand: 8

graded hard granite stone aggregate of 40mm nominal size)

100 mm thick in base course for flooring / bed concrete all

as per the details shown in the drawings, specified in the

relevant schedules and as directed including mixing,

transporting, placing, ramming consolidating, curing,

including all materials, labour, etc., complete.

1Cu.m

(One

Cubic

Meter)



11


mortar 1:5 (1 Cement : 5 Coarse river sand) in

superstructure walls, parapets etc., all as per the details

shown in the drawings and specified in the relevant

schedules and as directed including scaffolding, curing all

labour, materials, tools, equipments etc., complete.

11.1 50.10

Cubic

Meter

Ground Floor

1Cu.m

(One

Cubic

Meter)

11.2 62.50

Cubic

Meter

First Floor

1Cu.m

(One

Cubic

Meter)

11.3 62.50

Cubic

Meter

Second floor

1Cu.m

(One

Cubic

Meter)

11.4 15.00

Cubic

Meter

Stair case head Room & Parapet wall

1Cu.m

(One

Cubic

Meter)

12

Half brick work using bricks of class designation 50 in

cement mortar 1:4 (1 Cement: 4 Coarse river sand) in

partition walls etc., all as per the details shown in the

drawings and specified in the relevant schedules and as

directed including scaffolding, all labour, materials, curing,

etc., complete.



12.1 68.50

Sq.m Ground Floor

1Sq.m

(One

Square

Meter)

12.2

40.60

Sq.m

First Floor

1Sq.m

(One

Square

Meter)

12.3 40.60

Sq.m Second floor

1Sq.m

(One

Square

Meter)

13




for RCC in lintels all as per the details shown in the



transporting, placing, vibrating, finishing all the exposed

surface of the concrete members with C.M.1:3 ( 1 Cement :

3 fine river sand) to a thickness of 6 to 10 mm all as

directed, curing including all labour, materials, tools,

equipments, etc., complete Note: Supply, Fabrication and

Placing the reinforcement for the work shall be measured

separately under relevant items of this schedule

13.1

2.00

Cubic

Meter

Ground Floor

1Cu.m

(One

Cubic

Meter)



13.2

2.50

Cubic

Meter

First Floor

1Cu.m

(One

Cubic

Meter)

13.3

2.50

Cubic

Meter

Second Floor

1Cu.m

(One

Cubic

Meter)

13.4

0.10

Cubic

Meter

Stair Case Head Room

1Cu.m

(One

Cubic

Meter)

14

Providing and laying cement concrete for RCC works in

mix 1:1.5:3 in volumetric proportions (1 cement: 1.5coarse

river sand: 3 graded hard granite stone aggregateof 20 mm

nominal size) for sunshade all as per the details shown in the

drawings, as specified in the relevant schedules and as


transporting, placing,compacting, finishing all the exposed

surface of the concrete members with C.M. 1:3 ( 1 Cement :

3 fine river sand) to a thickness of 6 mm to 10 mm as

directed,curing including all labour, materials, tools,

equipments etc.complete. Note: Supply, Fabrication and

Placing the reinforcement for the work shall be measured

separately under relevant items of this schedule

14.1

2.50

Cubic

Meter

Ground Floor

1Cu.m

(One

Cubic

Meter)



14.2

4.00

Cubic

Meter

First Floor

1Cu.m

(One

Cubic

Meter)

14.3

4.00

Cubic

Meter

Second Floor

1Cu.m

(One

Cubic

Meter)

14.4

0.20

Cubic

Meter


1Cu.m

(One

Cubic

Meter)

15




for RCC in roof beams all as per the details shown in the



transporting, placing, vibrating, finishing all the exposed

surface of the concrete members with C.M.1:3 ( 1 Cement :

3 fine river sand) to a thickness of 6 to 10 mm all as

directed. curing including all labour, materials, tools,

equipments, etc., complete



of this schedule



15.1

15.00

Cubic

Meter

Ground Floor

1Cu.m

(One

Cubic

Meter)

15.2

15.00

Cubic

Meter

First Floor

1Cu.m

(One

Cubic

Meter)

15.3

15.00

Cubic

Meter

Second Floor

1Cu.m

(One

Cubic

Meter)

15.4

0.70

Cubic

Meter


1Cu.m

(One

Cubic

Meter)

16

Providing and laying Cement concrete for RCC works in

mix 1:1.5:3 in volumetric proportions (1 Cement: 1.5coarse

river sand :3grade hard granite stone aggregate of 20 mm

nominal size) for Roof slab all as per the details shown in

the drawings and as directed specified in the relevant

schedules including centering, shuttering, scaffolding,

mixing, transporting, placing, vibrating all as directed,

including curing all labour, materials, tools, equipments,

etc., complete.



of this schedule



16.1

35.70

Cubic

Meter

Ground Floor

1Cu.m

(One

Cubic

Meter)

16.2

35.70

Cubic

Meter

First Floor

1Cu.m

(One

Cubic

Meter)

16.3

35.70

Cubic

Meter

Second Floor

1Cu.m

(One

Cubic

Meter)

16.4

2.60

Cubic

Meter


1Cu.m

(One

Cubic

Meter)

17




for RCC waist slab and landing slab all as per the details

shown in the drawings , specified in the relevant schedules

and as directed including centering, shuttering, scaffolding,

mixing, transporting, placing, vibrating, finishing all the

exposed surface of the concrete members with C.M.1:3 ( 1

Cement : 3 fine river sand) to a thickness of 6 to 10 mm all

as directed, curing including all labour, materials, tools,






of this schedule

17.1

1.20

Cubic

Meter

Ground Floor

1Cu.m

(One

Cubic

Meter)

17.2

1.65

Cubic

Meter

First Floor

1Cu.m

(One

Cubic

Meter)

17.3

1.65

Cubic

Meter

Second Floor

1Cu.m

(One

Cubic

Meter)

18


mortar 1:3 ( 1 Cement : 3 Coarse river sand) in steps of

staircase., all as per the details shown in the drawings and

specified in the relevant schedules and as directed including

scaffolding, curing all labour, materials, tools, equipments

etc., complete

18.1

0.50

Cubic

Meter

Ground Floor

1Cu.m

(One

Cubic

Meter)

18.2

0.50

Cubic

Meter

First Floor

1Cu.m

(One

Cubic

Meter)



18.3

0.50

Cubic

Meter

Second Floor

1Cu.m

(One

Cubic

Meter)

19

Preparing the surface of the ceiling and providing 6 mm to

10 mm thick plaster in cement mortar 1:3 (1 cement:3 fine

river sand) to the required finish, curing including all labour,

scaffolding, materials, tools, equipments, etc., complete.

19.1 255.00

Sq.m

Ground Floor roof slab

1Sq.m

(One

Square

Meter)

19.2 255.00

Sq.m

First Floor roof slab

1Sq.m

(One

Square

Meter)

19.3 255.00

Sq.m

Second Floor roof slab

1Sq.m

(One

Square

Meter)

19.4 16.00

Sq.m

Stair case head Room

1Sq.m

(One

Square

Meter)



20 265.00

kg

Providing and fixing colour anodized aluminium sections

for main frames of doors with extruded built up standard

tubular and other sections of approved make JINDAL or

INDAL or Equivalent make (with clear anodized aluminium

coating minimum anodized 1 Kg coating of Grade AC 15)

conforming to IS 1868 including supplying and fixing

necessary accessories like anodized aluminium cleat angles,

snap on beadings(clips) for glazing / paneling, C.P. brass

screws, of approved quality wherever required to facilitate

fixing of fittings and all as shown in the drawing and as

directed including all materials, labour, tools, equipments,

scaffolding, etc., complete.



required

1kg

(One

Kilogram)

21 265.00

kg


for Shutter frames of doors with extruded built up standard

tubular and other sections of approved make (INDAL or

JINDAL or Equivalent make) with clear anodized

aluminium coating (minimum anodized coating of Grade

AC 15) conforming to IS 1868 including supplying and

fixing necessary accessories like anodized aluminium cleat

angles, snap on beadings (clips) for glazing / paneling, C.P.

brass screws, anodised aluminium push plates 100mm wide

both sides fixed with G.I. Bolts and nuts including

necessary metal screws and concealed locking arrangements

with woollen felt, of approved quality wherever required to

facilitate fixing of fittings all as shown in the drawing and as

directed including all materials, labour, tools, equipments

etc., complete.

Note : Aluminium sections shall be smooth, rust-free,


1kg

(One

Kilogram)



required

22 616.00

kg


for Shutter Frames of SLIDING WINDOWS with extruded

built up standard tubular and other sections of approved

make (INDAL / JINDAL or equivalent make) with clear

anodized aluminium coating (Minimum anodized coating of

Grade AC 15) conforming to IS 1868 including supplying

and fixing necessary accessories like C.P. brass screws,

Handles, locking and sliding arrangements (PVC 1 Kg

wheels) etc., all as shown in the drawing and as directed

including all materials, labour, tools, equipments,

scaffolding, transport, fuel, etc., complete.



required.

1kg

(One

Kilogram)

23 122.00

Sq.m

Supplying and fixing plain glass (Saint gobain (or)

Modiguard make) of 5mm nominal thickness panels to

partition / door / sliding window shutters / ventilators with

all necessary accessories like PVC / Neoprene gasket etc.,

all as shown in the drawing and as directed including all

materials, labour, tools, scaffolding, equipment, transport,

fuel etc., complete.



1Sq.m

(One

Square

Meter)

24

7.00

Sq.m

Supplying and fixing in position good quality pin headed /

frosted glass of 5mm nominal thickness for fixed louvers of

ventilators all as directed including all materials, labour,

tools, scaffolding, equipment, transport, fuel etc., complete.



1Sq.m

(One

Square

Meter)



25

33.00

Sq.m

Providing and fixing good quality single leaf factory made

pvc rigid foam panelled doors(Manufactured by M/s Rajshri

or equivalent) of approved section to suit the existing doors

main frame to be secured to walls with steel screw of 100

mm long three nos. each side through the frame by using

PVC fasteners and 30mm thick factory made PVC rigid

foam panelled door shutter made from MS tubular frame of

19 gauge of 19x19mm(Styles) and 15x15mm (TOP and

bottom rails) M.S. frame to be covered with heat moulded

PVC “C” channel of 5mm thick sheet and 30x50mm wide to

form styles and 5mm thick and 75mm wide PVC sheets for

top rail, lock rail and bottom rail on either side and 5mm

thick 20mm wide cross PVC sheets as gap insert for top rail

and bottom rail, panelling of 5mm thick PVC sheet fitted in

the M.S. frame welded/sealed to the styles and rails with

5x30mm PVC sheet beading on either side and jointed

together with solvent cement adhesive etc., complete with

suitable wooden infill packing in door shutter panels to

facilitate fixing

1Sq.m

(One

Square

Meter)

26

Preparing the external and internal surfaces of walls

including parapet and providing plaster in cement mortar

1:5 (1 cement : 5 fine river sand) 12 mm thick all as per the

details shown in the drawings ,as specified in the relevant

schedules and as directed to the required finish including

forming grooves with thread as required, curing etc.,

including all labour, scaffolding, tools, materials,


26.1 646.00

Sq.m Outside plastering

1Sq.m

(One

Square

Meter)



26.2

2015.00

Sq.m

Inside plastering

1Sq.m

(One

Square

Meter)

27

Supplying and fixing colour anodised aluminium fittings in

door according to IS 1868 (minimum anodized quoting of

Grade AC 15) with necessary screws, etc., as directed

including all materials, labour, tools, equipments, etc.

complete.

150

Nos

Butt hinges 150mm with nylon washers

1Nos

(One

Number)

84

Nos

Tower Bolt 150mm long

1Nos

(One

Number)

28

Nos

"D'' Type handle 200mm long.

1Nos

(One

Number)

40

Nos

Aldrops 250 mm

1Nos

(One

Number)

80

Nos

Alu Hookes and eyes 150 mm long

1Nos

(One

Number)



28

Providing and laying first quality non-slippery type ceramic

glazed floor tiles of size 300 x 300 mm or as directed and

thickness not less than 7 mm conforming to IS 13755 of

approved make like KAJARIA,SPARTEK, JOHNSON,

NITCO, ORIENT, SOMANY or equivalent make in

approved colours except white, ivory, grey, fume red brown

shades and pattern for toilet area laid on 20 mm thick

cement mortar 1:4 (1 cement : 4 coarse river sand)including

pointing the joints with white cement and matching pigment

etc. all as per relevant specifications, drawings and as

directed including all materials, labour, tools, etc., complete

28.1

40.00

Sq.m

Ground Floor

1Sq.m

(One

Square

Meter)

28.2

21.00

Sq.m

First Floor

1Sq.m

(One

Square

Meter)

28.3

21.00

Sq.m

Second Floor

1Sq.m

(One

Square

Meter)

29

Providing and laying first quality ceramic glazed printed

wall tiles of size 300 x 200 mm or any other size and of

thickness not less than 6 mm as approved by the Engineer’s

representative of first quality conforming to IS 13755 of

approved make like KAJARIA,SPARTEK, JOHNSON,

NITCO, ORIENT, SOMANY or equivalent make, in



colours, shades except white, ivory, grey, fume red brown

for dadoing of walls in toilets and skirting of walls in hall,

all as per details shown in the drawing using a floating coat

of cement mortar of mix 1:3 (1 Cement: 3 fine river sand)

when laid on the plastered surface of brick works including

applying cement slurry and pointing in white cement with

Colour pigments to match the Colour of tile including

chamfering off the tiles at sills and jams,all as per relevant

specifications, drawings and as directed including all

materials, tools, labour, curing, equipments, scaffolding etc.

complete.

29.1

141.00

Sq.m

Ground Floor

1Sq.m

(One

Square

Meter)

29.2

93.00

Sq.m

First Floor

1Sq.m

(One

Square

Meter)

29.3

93.00

Sq.m

Second Floor

1Sq.m

(One

Square

Meter)

30

Providing and laying first quality ceramic glazed floor tiles

of size 300 x 300 mm or as directed and thickness not less

than 7 mm conforming to IS 13755 of of approved make

like KAJARIA,SPARTEK, JOHNSON, NITCO, ORIENT,

SOMANY or equivalent make in approved colours except

white, ivory, grey, fume red brown shades and pattern for



other than toilet area laid on 20 mm thick cement mortar 1:4

(1 cement : 4 coarseriver sand)including pointing the joints

with white cement and matching pigment etc. all as per

relevant specifications, drawings and as directed including

all materials, labour, tools, etc., complete

30.1

115.00

Sq.m

Ground Floor

1Sq.m

(One

Square

Meter)

30.2

195.00

Sq.m

First Floor

1Sq.m

(One

Square

Meter)

30.3

195.00

Sq.m

Second Floor

1Sq.m

(One

Square

Meter)

31

Providing and fixing precsat pressed cement tiles like

Eurocon for staircase steps with half round edge nosing of

about 20mm thick of approved make and quality, color,

shade, feature and shape over including a 20mmthick base

on CM 1:3 finished neatly to manufacturer’s specifications

including all materials, labour, tools ,etc., complete in stair

case

31.1 8.00

Sq.m Ground Floor

1Sq.m

(One

Square

Meter)



31.2

8.00

Sq.m

First Floor

1Sq.m

(One

Square

Meter)

31.3

8.00

Sq.m

Second Floor

1Sq.m

(One

Square

Meter)

32

Providing and fixing staircase railing made out of M.S

square bars 20 x 20mm as vertical part 0.70m high fixed

with M.S base plate of 40 x 40 x 6mm and flat iron 40 x

6mm as hand rail base plate with stainless steel pipe of

50mm dia complete in all respects as per specification,

drawing as directed including all materials, labour, tools

etc., complete

32.1 1340.00

kg

M.S square bars , base plate & flat iron

1kg

(One

Kilogram)

32.2 30.00

Rm

Stainless steel pipe of 50mm dia for hand railing(Grade 304)

1Rm

(One

Running

Meter)

33

24.00

Cubic

Meter

Providing weathering course for roof slab with lime

concrete to an average thickness of 100 mm laid to falls and

a minimum slope of 1 in 50 with 25 mm nominal size brick

aggregate and 50% lime mortar 1:2 (1 Lime putty : 2

Surkhi) rammed and finished with gurand belgiri treatment

complete including rounding off junctions of roof slab with

1Cu.m

(One

Cubic

Meter)



parapet wall all as per thedetails shown in the drawings and

as specified in the relevant schedules, and as required

including all labour, materials, tools, equipments, etc.,

complete

34

242.00

Sq.m

Providing and laying over lime concrete terracing on roofs,

one course of flat brick tiles of size 200 mm x 200 mm x 12

mm thickof sizes available in local market with thickness

not less than 12 mm in C.M. 1:3 (1cement: 3 clean coarse

river sand) mixed with 2% of integral water proofing

compound by weight of cement over 12 mm layer of cement

mortar 1:3 (1 cement: 3 fine river sand) and finished neat,

all details as per specifications, drawings and as directed,

including curing, all labour, materials, tools, equipments

etc., complete.

1Sq.m

(One

Square

Meter)

35 80.00

Rm

Providing and laying as flashing over lime concrete at

junctions of roof slab with parapet wall, one course of flat

brick tiles of minimum thickness 12 mm and size 200 mm x

200 mm or sizes available in local market fixed in C.M. 1:3

(1 cement: 3 clean coarse river sand) mixed with 2% of

integral water proofing compound by weight of cement over

12 mm layer of cement mortar 1:3 (1 cement: 3 fine river

sand) and finished neat, all details as per specifications,

drawings and as directed including curing all labour,

materials, tools, equipments etc., complete.

1Rm

(One

Running

Meter)

36 120.00

Rm

Providing and fixing on wall face unplasticised rigid PVC

rain water pipes of dia 110 mm conforming to

IS13592(latest version) including jointing with seal ring

conforming to IS 5382(latest version), a leaving 10mm gap

for thermal expansion, including necessary bends, shoes,

specials etc., on wall surface with necessary PVC clamps

1Rm

(One

Running

Meter)



including cutting pockets in masonry/concrete of size

100x100x100mm embedding the clamps in PCC 1:2:4 ( 1

cement: 2 coarse river sand : 4 graded hard granite stone

aggregate of 20mm nominal size and making good the

disturbed portions of wall and including joining the pipe

with suitable adhesives all as per the drawing specifications

and as directed including curing all labour, materials, tools,


37

Preparing the surfaces, providing and finishing the ceiling,

bottom of sunshades and wherever required with three coats

of white Cement paint of approved quality to give an even

shade, curing, scaffolding etc., including all labour,

materials, brushes, etc., complete

37.1

265.00

Sq.m

Ground Floor

1Sq.m

(One

Square

Meter)

37.2

270.00

Sq.m

First Floor

1Sq.m

(One

Square

Meter)

37.3

270.00

Sq.m

Second Floor

1Sq.m

(One

Square

Meter)

38 2656.00

Sq.m

Preparing the surfaces, providing and finishing the walls,

parapets Sunshades etc., with two coats of colour cement

paint of approved quality and Colour or combination of

1Sq.m

(One

Square



Colours to give an even shade, as approved by the Engineer

or his representative, over one coat of white cement paint

including curing, scaffolding, all labour, materials, brushes

etc., complete.

Meter)

39 75.00

Rm

Supplying, laying and linking Galvanized Iron water pipes

of medium grade 'B' Class, 40 mm nominal bore pipe with

necessary tees, bends, couplings, elbows, reducers, unions,

etc., to alignment and levels as directed at depth not

exceeding one metre below ground level including

necessary earth work excavation, cutting, threading the

pipes wherever necessary jointing, covering the pipes with

approved quality tapes (justesen) painting the pipes with

two coats of anticorrosive bitumastic paint, testing the pipe

and joints, burying the pipes with excavated earth etc., all as

per relevant schedules, specifications, drawings and as

directed including all materials, labour, tools, tackles,

equipments, etc. complete.

1Rm

(One

Running

Meter)

40

Supplying, laying and linking galvanized iron water supply

pipes of medium grade ‘B’ Class with the required tees,

bends, elbows, couplings, reducers, unions, etc., along the

wall, including punching, cutting walls, as detailed below,

threading of G.I.pipes and making good the disturbed

portions, jointing the pipes including fixing the pipes on

walls with M.S. special clamps/M.S. fasteners, suitably

embedding in wall and painting the G.I. pipes and clamps

with two coats of synthetic enamel paint of approved quality

(for open plumbing) and making good the disturbed portions

of the walls all as per relevant specifications and as directed,

including testing the pipes and joints including all labour,

materials, tools, equipments, etc., complete.



40.1 75.00

Rm

25 mm nominal bore

1Rm

(One

Running

Meter)

40.2 60.00

Rm

20mm nominal bore

1Rm

(One

Running

Meter)

41

Providing and fixing to the pipe lines best quality Gun metal

gate valves including testing the valve and joints etc.,as

specified and as directed including all labour ,materials,

tools, equipments etc., complete

41.1 6

Nos

25 mm nominal bore

1Nos

(One

Number)

41.2 6

Nos

20 mm nominal bore

1Nos

(One

Number)

41.3 2

Nos

40 mm nominal bore

1Nos

(One

Number)

42 7

Nos

Providing and fixing white vitreous china water closet

Squatting pan (Orissa pattern) of size 580 x 440 mm with

integral type foot rest with 100 mm sand cast iron ‘P’ or ‘S’

trap, 10 litres low level white PVC flushing cistern with

manually controlled device (handle lever) conforming to IS

7231 with all fittings and fixtures, complete, including

1Nos

(One

Number)



cutting and making good the walls for ground and first floor

wherever required as necessary, the closet and trap being

fixed in brick jelly cement concrete in and around closet and

trap as required in mix 1:3:6 (1 cement: 3 coarse river sand :

6 brick aggregate 20 mm nominal size), painting the

brackets with 2 coats of synthetic enamel paint with a coat

of primer, providing PVC flush pipe in dia 40 or 32 mm all

as per drawing, specifications and as directed including all

labour, materials, accessories, equipments, tools, curing,

etc., complete tools, curing, etc., complete

43 6

Nos

Providing and fixing good quality CASCADE water closet

suite (of PARRYWARE CASCADE group I colour ( HI-

LITES Series) or equivalent) with 'P' or 'S' trap (to suit site

condition) with matching seat cover, fixing with teak wood

plugs etc., as per manufacturer's specifications all in sound

working condition as directed including all materials,

labour, tools, equipments etc., complete

1Nos

(One

Number)

44 18

Nos

Providing and fixing Chromium Plated brass Screwdown

taps long body of nominal bore 15 mm to suit concealed

water lines, C.P. wall flange including testing etc., all as per

specifications for ground and first floor and as directed

including all labour, tools, equipments, materials, etc.,

complete.

1Nos

(One

Number)

45 16

Nos

Providing and fixing white vitreous flat back wash hand

basin of size 600 mm x450 mm with a 15 mm chromium

plated brass pillar tap, with long neck chromium plated

brass chain with rubber plug chromium plated waste

coupling of approved standard pattern 32 mm dia, 15 mm

dia PVC inlet connection bent to required shape, 15 mm

C.P. angle valve stop cock, PVC waste pipe fitting 32 mm

1Nos

(One

Number)



dia, a pair of cast iron brackets as available in market

including painting the brackets etc., with two coats of

synthetic enamel paint over one coat of primer cutting

masonry and providing teak wood plug for fixing brackets

and making good the disturbed portion etc., for ground and

first floor all as per specifications and drawing and in sound

working condition including all labour, tools,materials,


46 8

Nos

Providing and fixing white vitreous china flat back urinal

basin of size 430 x260x350 mm (with automatic flushing

cistern) with standard flush pipe and C.P.brass spreaders

with brass unions and G.I. clamps complete, including

painting of fittings and brackets, cutting and making good

the walls and floors wherever required all as per drawing,

specifications for ground and first floor and as directed

including all labour, materials,

accessories, equipments, tools, curing, etc., complete.

1Nos

(One

Number)

47 16

Nos

Providing and fixing on wall 600 x 450 mm bevelled edge

mirror of superior glass (of approved quality) complete with

6 mm thick hard board ground fixed to wooden cleats with

C.P.brass screws and washers for ground and first floor

including all labour, materials, tools, equipments, etc.,

complete.

1Nos

(One

Number)

48

Providing, laying and linking to correct alignments and

gradient unplasticised rigid PVC pipes conforming to IS

13592 including jointing with seal ring conforming toIS

5382 for soil waste and/or vent, pipes with necessary tees,

bends, plain and with access cap, coupling, cowls, etc.,

cutting and jointing the pipes, punching masonry or concrete

wherever necessary making good the disturbed portion etc.,



fixing to the walls with PVC clamps, making holes in

walls/concrete surfaces, making good the damaged portions

using P.C.C. 1:2:4 mix (1 Cement : 2 coarse river sand : 4

hard granite metal 12 mm size) including laying pipes

including scaffolding, conveying the pipes to all floors,

providing and fixing PVC pipe connections for joining

outlet of sanitary ware and traps, testing all as per

specifications, drawings and as directed including all labour,

materials, tools, joints, equipments etc., complete.

48.1 30.00

Rm

50 mm dia PVC Pipe

1Rm

(One

Running

Meter)

48.2 30.00

Rm

75 mm dia PVC pipe

1Rm

(One

Running

Meter)

48.3 45.00

Rm

110 mm dia PVC Pipe

1Rm

(One

Running

Meter)

49

Providing, laying and linking to correct alignments and

gradient unplasticised rigid PVC pipes conforming to IS

13592 including jointing with seal ring conforming to IS

5382 for soil waste and/or vent, pipes with necessary tees,

bends, plain and with access cap, coupling, cowls, etc.,

cutting and jointing the pipes, punching masonry or concrete

wherever necessary,s making good the disturbed portion

etc., Laying below ground level with necessary earth work



in soil as existing at site, refilling, disposal of surplus earth

as directed making connection to the water Closets, gully

traps, manholes, etc., punching masonry making good the

disturbed portions, jointing the pipes and specials with stiff

mixtures of C.M. 1:1 ( 1 cement : 1 fine river sand) and all

as per drawings and specifications including all labour,

materials, tools, testing, joints, equipments, etc., complete.

conveying the pipes to all floors, providing and fixing PVC

pipe connections for joining outlet of sanitary ware and

traps, testing all as per specifications, drawings and as

directed including all labour, materials, tools, joints,


49.1 45.00

Rm

110 mm dia PVC Pipe

1Rm

(One

Running

Meter)

49.2 70.00

Rm

140 mm dia PVC Pipe

1Rm

(One

Running

Meter)

50 6

Nos

Constructing manhole of internal dimensions 900 x1200 x

900 mm with brick work in Cement mortar 1:4 (1 Cement: 4

Coarse river sand) 230 mm thick by using bricks of class

designation 50, RCC cover slab 75 mm thick with 1:2:4 mix

(1 Cement: 2 Coarse river sand: 4graded stone aggregate 20

mm nominal size), foundation concrete 1:4:8 mix (1

Cement: 4 Coarseriver sand : 8 graded stone aggregate 40

mm nominal size) inside plastering 12 mm thick with

cement mortar1:3 (1 Cement : 3 fine river sand) finished

with floating coat of neat cement and making channels in

1Nos

(One

Number)



cement concrete 1:2:4 (1 Cement : 2 Coarse river sand : 4

graded stone aggregate 20 mm nominal size) finished with a

floating coat of neat cement as per as specified below with

necessary excavation in soil as existing at site, including

shoring, shuttering as required refilling and disposal of

surplus earth as directed, providing cast iron rungs of

number as specified each weighing not less than 4.5 Kg. at

uitable places in cement concrete1:3:6 (1 cement : 3 coarse

river sand : 6 graded stone aggregate 20 mm nominal size)

including painting the C.I. rungs with 2 coats of anti-

corrosive paint, all as per drawing, specifications and as

directed outside of the buildings including all labour,

materials, tools, equipments, etc., complete.

51 13

Nos

Providing and fixing in position 100 mm x 100mm size

stone ware gully trap with plain cement concrete of mix

1:5:10 (1 Cement: 5 coarse river sand: 10 hard granite stone

aggregate 40 mm nominal size) 115 mm thick brick wall in

cement mortar 1:4 (1 Cement: 4 coarse river sand) including

cast iron grating of suitable size including filling the space

between the chamber walls and trap with C.C. of mix 1:5:10

(1 cement: 5 coarse river sand: 10 hard granite stone

aggregate 40 mm nominal size) plastering the inner and

exposed surfaces with cement mortar 1:3 ( 1 cement : 3 fine

river sand) 12 mm thick as per specifications, providing 40

mm thick R.C.C. cover slab in mix 1:2:4 ( 1 cement: 2

coarse river sand : 4 stone aggregate of 12 mm size) of

suitable size as per drawing fixed in PCC 1:2:4 ( 1cement :

2 coarse river sand : 4 hard granite stone aggregate 20 mm

nominal size) over the side walls including necessary

excavation and backfilling etc., all labour, tools,

equipments, materials, etc., complete.

Note: The rate is to include the cost of cutting the masonry

1Nos

(One

Number)



to the required size for taking the stoneware pipe including

making good the disturbed portion.

52 13

Nos

Providing and fixing in position 110 mm dia PVC floor trap

with inlets and outlets from 50 mm dia to 110 mm dia

including fabricating the extension piece as per site

condition embedding the trap in the floor slab in cement

concrete using 1:3:6 mix with 20 mm B.G. metal with

suitable gradient making the joints water tight etc., all as per

drawings and specifications providing and fixing 125 mm

dia C.P. grating etc., including all labour, materials,

equipments, tools, etc., complete.

1Nos

(One

Number)

53 32470.00

kg

Supplying, transporting and fabricating HYSD bars and/or

M.S. Plain bars and placing in position as reinforcement for

all RCC members, as shown in the drawing including all

handling, cutting, bending and tying with 1.25mm dia black

annealed binding wire including all materials and labour,

lifting, tools, equipments, etc., complete

1kg

(One

Kilogram)

54

Construction of Brick Masonry Septic tank of inner

dimension 8m X 4m X 2.35m in cement mortar 1:4( 1

cement : 4 coarse river sand),R.C.C cover slab of mix

1:1.5:3(1 cement : 1.5 coarse river sand : 3 graded hard

granite stone aggregate of 20mm nominal size), base

concrete of 1:4:8 mix(1 cement : 4 coarse river sand: 8

graded hard granite stone aggregate) inside plastering in CM

1:3( 1 cement : 3 coarse river sand)12mm thick, R.C.C

vertical wall of 100mm thick in concrete 1:1:5:3 mix(1

cement : 1.5 coarse river sand : 3 graded hard granite stone

aggregate of 20mm nominal size) including earthwork

excavation, refilling the sides of the tank, providing C.I



heavy duty man hole cover slab with frame including

locking arrangements, including A.C vent pipe of 110mm

dia,3m height with cowl, C.I rungs of 100mm wide etc

complete all as per drawing, including all labour,

scaffolding, shuttering, materials, tools, equipments etc.,

complete.

54.1

150.00

Cubic

Meter

Earthwork excavation

1Cu.m

(One

Cubic

Meter)

54.2

1.50

Cubic

Meter

PCC 1:4:8 for levelling course

1Cu.m

(One

Cubic

Meter)

54.3

16.00

Cubic

Meter

Brickwork in CM 1:4 for side walls

1Cu.m

(One

Cubic

Meter)

54.4 66.00

Sq.m

Inner plastering in CM 1:3 12mm thick

1Sq.m

(One

Square

Meter)

54.5

1.15

Cubic

Meter

R.C.C 1:1:5:3 for baffle walls

1Cu.m

(One

Cubic

Meter)



54.6

8.00

Cubic

Meter

RCC 1:1.5:3 for Cover Slab

1Cu.m

(One

Cubic

Meter)

54.7 3

Nos

C.I heavy duty man hole cover slab with frame 610mmx

610 mm

1Nos

(One

Number)

54.80 1

Nos

A.C vent pipe of 110mm dia, 3m height with cowl

1Nos

(One

Number)

55

Construction of Brick Masonry water sump of inner

dimension 4m X 3m X 2m in cement mortar 1:4( 1cement :

4 coarse river sand),R.C.C cover slab of mix 1:1.5:3(1

cement : 1.5 coarse river sand : 3 graded hard granite stone

aggregate of 20mm nominal size), base concrete of 1:4:8

mix(1 cement : 4 coarse river sand: 8graded hard granite

stone aggregate) inside plastering in CM 1:3( 1 cement : 3

coarse river sand)12mm thick, including earthwork

excavation, refilling the sides of the tank, providing C.I

heavy duty man hole cover slab with frame including

locking arrangements, etc complete all as per drawing,

including all labour, scaffolding, shuttering, materials, tools,


55.1

1.60

Cubic

Meter

Earthwork excavation

1Cu.m

(One

Cubic

Meter)



55.2

1.50

Cubic

Meter

PCC 1:4:8 for levelling course

1Cu.m

(One

Cubic

Meter)

55.3

7.00

Cubic

Meter

Brickwork in CM 1:4 for side walls

1Cu.m

(One

Cubic

Meter)

55.4 28.00

Sq.m

Inner plastering in CM 1:3 12mm thick

1Sq.m

(One

Square

Meter)

55.5

2.50

Cubic

Meter

R.C.C 1:1:5:3 for cover slab

1Cu.m

(One

Cubic

Meter)

55.6 1

Nos

C.I heavy duty man hole cover slab with frame 610mm x

610 mm

1Nos

(One

Number)

56 15

Nos

Supplying and fixing brass Mortice Locks with 6 levers

with handles for doors (Godrej Combipack) or equivalent

with keys and décor or Crystal handle sets, with necessary

screws all as directed in sound working condition including

all materials, labour, tools, equipment etc., complete.

1Nos

(One

Number)



57 1600.00

kg

Supplying , fabricating and fixing in position M.S.grills of

approved pattern and design for windows, grill door with

necessary M.S.pintels/ wall clamps being fixed to the

masonry / concrete portion by cutting pocket 100 mm x 100

mm size and providing PCC of 1: 2: 4mix including

painting one coat of red oxide primer making good the

disturbed portion all as per relevant specification, drawings

and as directed by including necessary cutting, welding,

shaping etc., including all materials, labour, transportation,

tools, equipment, scaffolding, fuel, brushes etc., complete.

NOTE:

1. The weight of the M.S grill and accessories will be done

at site using approved weighing scale in the presence of

Engineers assistant. Necessary charges for transport,

weighment etc., will be borne by the contractor.

2. In case the specified M.S section is not available in the

market, the nearest higher alternative may be used after

approval of the Nodal officer.

1kg

(One

Kilogram)

58 12

Nos

Supplying and fixing Fancy towel rail in rest room, bath and

wash basins 600 mm long with all fittings/ fixtures, screws,

plugs etc., all as directed including all materials, labour

tools, equipments etc., complete.

1Nos

(One

Number)

59 90.00

Sq.m

Preparing the newly steel members such as window grills

etc., painting with two coats of synthetic enamel paint or

equivalent paint of approved colour to give an even shade

all as directed including all materials, labour, scaffolding,

tools, equipments, brushes etc., complete.

1Sq.m

(One

Square

Meter)

60 3

Nos

Construction of soak pit with lining with internal dia 2.40 m

and depth 2.45 m (approx.) including necessary earth work

excavation, shoring, strutting etc., depositing of surplus

earth to a lead of 50 m providing 300 mm thick outer casing

1Nos

(One

Number)



of coarse sand and brick with mortar joints to the specified

height and 230 mm thick brick chamber with dry joints,

providing and fixing 110mm dia. PVC pipe inlet connection

with bends etc., filling the inner surface of the pit with stone

or brick aggregate including shuttering, mixing,

transportation, placing, consolidating etc., forming earthen

mould allround soak pit 150mm below the top of brick work

all as per drawing and as directed at site of work, including

all labour, cement and other materials, tools, dewatering,

equipments etc., complete. NOTE: The rate is inclusive of

dewatering if required while construction.

61 15.00

Rm

Providing bore wells of depth not more than 15 mts using

unplasticised rigid PVC casing pipes of 110mm outer dia. (6

Kg/Sqm) of approved make, by drilling bore holes of

150mm dia by suitable methods in any soil such as sand,

clay, sand and clay mixed with loam etc., but excluding in

rocks with necessary slots for a length of 5 m from the

bottom of casing pipe ( to act as a strainer pipe) with nylon

net covering with end cap for bore or as directed packing the

annular space in between casing pipe and bore hole with

pebbles of suitable size as required including flushing and

removing all foreign materials etc., jointing pipes with

necessary specials, adhesives etc., as directed including all

labour, materials, tools, fuel, machineries, bentonite solution

and equipments such as drilling bore, compressor for

cleaning drills etc., complete.

1Rm

(One

Running

Meter)

62 1

Nos

Providing and fixing 1 HP motor jet pump of approved

make all as per manufacturer specifications and fixing the

same in position with suitable starter all as directed

including electrical connection, on/off switches wherever

required and necessary wires, fuse carriers etc., all labour,

1Nos

(One

Number)



materials, tools, equipment etc., complete. Note: Payment

will be made for this item only after completion of

successful testing of pump & assured suction of water from

the bore.

63 2

Nos

Supplying and fixing PVC circular water tank of approved

make with 1500 litre capacity placing the tank on the terrace

of the building over RCC slab all as per manufacture

specifications and as directed including transporting the

tank, labour and all other materials, scaffolding, tools,

equipment etc., complete.

1Nos

(One

Number)
