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Tender Value
₹34 L
EMD Value
₹34,000
Closing Date
8 Sept 2026, 3:00 pm6d left
Assistant General Manager (Commercial)
Tender for Concertina Coil Fencing and associated work at GSEG Boundary wall At 148-A Village: Mora, Post Bhatha, Opp. L&T, Surat-Hazira Road, Surat-394517 Gujarat, India
331047
GSEG/COM/CCPP/Fencing /2026-27/09
Open
Miscellaneous Works
Works
Gandhinagar
2 documents required · 1 mandatory · 1 optional
₹2,360
Gujarat State Energy Generation Limited, Gandhinagar (Gujarat)
₹34,000
8 Sept 2026
4 Aug 2026
8 Sept 2026
4 Aug 2026
8 Sept 2026
4 Aug 2026
Estimated Cost of the tender Rs. 34 Lakhs (including
Tender Fees Amount Rs.2,360 (including 18%
Earnest Money Deposit Amount Rs. 34,000/-
Online [e-tendering ] tender/offer submission 25th August,
last date up to 15:00 hrs only
Physical receipt of all the relevant documents 25th August,
last date up to 14:00 hrs
Date of opening of Envelope for Tender fee, 25th August,
EMD and technical BID physical as well as on
line opening at 16:00 Hrs.
Validity of rates 180 days from last date of
BID submission.
BIDDER need not to buy Tender from GSEG office. BIDDER can download
Tender Documents from the Web-Site and submit tender fee at the time of
submission of Physical Tender. BIDDERs should be in touch with website
https://gsegtender.nprocure.com for information regarding
revision/corrigendum/ amendment in tender till due date of on line
submission and thereafter. No separate correspondence/ advertisement will
be done in this regard.
Assistant General Manager (Commercial)
GSEG, Gandhinagar
Gujarat State Energy Generation Limited
GUJARAT STATE ENERGY
GENERATION LTD.
Concertina Coil Fencing and associated work at GSEG
148-A Village: Mora, Post Bhatha, Opp. L&T,
Surat-Hazira Road, Surat-394517
Corporate Office:
Gujarat State Energy Generation Ltd.
2nd Floor, Building no. A/78/3-8
Beside iGATE, GIDC Electronic Estate
Sector-25, Gandhinagar - 382
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Gujarat State Energy Generation Limited
1. Introduction
GSEG (herein after referred to as Owner) is registered company under the
Company’s Act and is engaged in power generation by harnessing the eco-
friendly and economical natural gas in Gujarat. GSEG is inviting BIDs from
the qualified BIDDERs for Concertina Coil Fencing and associated work at
GSEG Boundary wall Concertina Coil Fencing and associated work
Concertina Coil Fencing and associated work at GSEG, Hazira, Surat.
2. Scope of Enquiry
BIDs are solicited for Rate Contract of Concertina Coil Fencing and
associated work at GSEG at GSEG, Hazira, Surat.
Time of Completion
All fencing Works shall be completed by the Contractor within
stipulated schedule of 120 days from the date of mobilization notice by
GSEG and Contractor shall accordingly plan his activities and co-
ordinate work of all other agencies. The time period shall exclude the
non-working periods during monsoon but includes festivals, and the
period of commencement.
3.1. This tender document and its contents are confidential. Accordingly,
this tender document and its contents, or any information, which shall
be made available in connection with any further queries, must be held
in complete confidence.
3.2. By accepting this tender document, the recipient acknowledges and
3.2.1. All of the information contained herein is of a highly confidential
nature and the recipient shall keep all such information and all other
information made available to the recipient in connection with any
3.2.2. None of such information shall be used by the recipient or any
employees or representatives of the recipient in any manner,
whatsoever, in whole or in part, other than in connection with its
submission of BID.
3.2.3. The recipient shall not reproduce this tender document or disclose any
particulars of this tender document in any trade or technical paper or
elsewhere, in whole or in part, and will not distribute all or any portion
of this tender document to any person other than the recipient’s
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employees or representatives who have a need to know such
information for the purpose set above and who are informed by the
recipient of the confidential nature of such information.
3.2.4. Any proposed action by the recipient which shall be inconsistent in any
manner with the foregoing agreement shall require the prior written
consent of the Owner.
3.2.5. The recipient shall indemnify the Owner in case of breach of the above.
If the confidential details relating to this Contract or its contents are
received by a third party from the recipient or its employees or its
representatives and the third party makes use of these details to cause
harm or monetary loss to the Owner or use this tender document for
their personal gain / monetary gain, the recipient shall compensate the
Owner for the loss suffered as well as for the value of gain derived by
the third party. The recipient shall not use the confidential details of
the tender document for any other purpose except for the strict purpose
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1. About BID DOCUMENT
1.1. Definitions
“GSEG” shall mean M/s. Gujarat State Energy Generation Ltd, having its
office at. 2nd Floor, Building no. A/78/3-8, Besides iGATE, GIDC Electronic
Estate, Sector-25, Gandhinagar - 382 016 and shall include all their legal
representatives and assignees.
“BID DOCUMENT” includes the complete set of documents attached hereto
including all Annexure(s), forms, and BID Amendments, if any.
“BIDDER” shall mean an individual or firm or their legal representative who
has received the BID DOCUMENT and is submitting the BID as per the terms
& conditions herein.
“Contractor” shall mean the successful selected Bidder / person or persons,
firm or company or corporation, whose BID has been accepted by the Owner
and includes the Contractor’s legal representative, his successors and
permitted assignees.
1.2. Contents of BID DOCUMENT
The BID Invitation Document has been prepared for the purpose of inviting
BIDs for Concertina Coil Fencing and associated work Concertina Coil
Fencing and associated work at GSEG, Hazira, Surat.
The BID DOCUMENT comprises of:
Section 1: Preamble
Section 2: Instruction to BIDDER
Section 3: BIDDER Qualification
Section 4: General Terms and Conditions
Section 5: Scope of Work
Annexure 1: Letter of Undertaking
Annexure 2: Information and Documentary Evidence of the BIDDER’s
Annexure 3: CA Certificate for Turn Over and Profit
Annexure 4: Details of the Assignments in Previous Years
Annexure 5: Confirmation of Submission of Price BID/ Proposal
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Annexure 6: Price Bid Format
Appendix 1: Format for Advance/ Performance Bank Guarantee
1.3. Intent of Inquiry
1.3.1. The inquiry is invited from reputed BIDDERs for Concertina Coil
Fencing and associated work Concertina Coil Fencing and associated
work at GSEG, Hazira, Surat
1.3.2. The inquiry specification comprises of Introduction and Scope of
Inquiry, Instruction to BIDDER, Conditions of Contract, Project
Information, Technical information, Annexure(s) & Schedules.
1.3.3. The inquiry specification explains in detail the scope of the Contractor.
The statements and explanations contained in this regard shall be
intended to provide a proper understanding to BIDDER but shall not
be construed as limiting Contractor’s responsibilities and / or Owner’s
right to amend / change the scope or the terms. It shall be clearly
understood that the intent of the Owner shall be that the BIDDER shall
execute this Contract as specified and as required subject to the points
explicitly identified and consequently, any omissions, conflicts or
contradictions in these specifications shall be noted, interpreted and
applied appropriately to give effect to this intent. Claims or disputes on
account of wrong interpretation or willful misinterpretation of this
intent by BIDDER after award of Contract shall not be entertained by
Owner nor shall they be legally binding on Owner.
2. Plant Location
2.1. The work/ services are to be executed/ provided at GSEG’s Combined
Cycle Power Plant at 148-A Village: Mora, Post Bhatha, Opp. L&T,
Surat-Hazira Road, Surat-394510, Gujarat, India.
3. Instruction to BIDDER
3.1. The BIDDER shall bear all costs associated with the preparation and
submission of the BID and GSEG will, in no case be responsible or liable
for these costs regardless the conduct or outcome of the process. The
BIDDER is expected to examine all instructions, forms, terms &
conditions in the BID DOCUMENT.
3.2. GSEG reserves the right to cancel any or all the BIDs as per its discretion
without assigning and giving any reason thereof. GSEG also reserves
right to rescind the process of this BID at any time before placement of
the order for the said scope of work herein.
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3.3. The BIDDER shall prepare the BID based on the information furnished
and terms & conditions provided in the BID DOCUMENT. The
BIDDER shall undertake and shall be deemed to have undertaken a
thorough study of the proposed work, the job site(s) involved, the site
conditions, the labour, power, water, material and equipment
availability, transport and communication facilities and temporary
offices and accommodation quarters and all other factors, constraints and
facilities necessary for the formulation of the BID, supply of materials
and the performance of the work(s) as envisaged in this document. The
BID shall also contain all the information asked in the BID
DOCUMENT with supportive data wherever necessary.
3.4. BIDDER shall visit, inspect and examine the site(s) and its surroundings
and shall satisfy himself before submitting his BID as to the nature of
the ground present, physical conditions and all roads, approaches and
lands which may be used temporarily otherwise in connection with the
works, means of access to the site 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
3.5. Failure to furnish all information required by the BID DOCUMENT(s)
or submission of a BID not substantially responsive to the BID
DOCUMENT(s) will be at the BIDDER’s risk and may result in the
rejection of the BID.
3.6. The BID submitted is to be signed by a person who is a duly authorized
by the company. A proof in this regard to be submitted in the Technical
3.7. This BID DOCUMENT is non-transferable. Each BIDDER shall submit
only one BID by himself. Joint Venture or Consortium BID is not
3.8. At any time prior to the deadline for submission of BID, for any reason,
whether at its sole initiative or any response to a clarification requested
by a BIDDER, GSEG may modify the BID DOCUMENT(s) by
amendment(s) thereto. The BIDDERs are advised to check (n)procure
Portal for the same.
3.9. The BID prepared by the BIDDER and all correspondence and
documents relating to the BID exchanged between the BIDDER and the
GSEG shall be written in English language only.
3.10. Bidder may visit at site to physical assessment of the work, if required
at its own cost and same shall not be reimbursed by the GSEG.
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4. Tender Fee & Earnest Money Deposit (EMD)
4.1. The BIDDER shall deposit nonrefundable Tender Fee of Rs.2,360/-
(including GST @18%) in the form of an Account Payee Demand Draft
from a scheduled bank payable at Gandhinagar/ Ahmedabad at the time
of submission of the physical Technical BID.
4.2. The BIDDER shall deposit Earnest Money Deposit (EMD) for an
amount of Rs. 34,000/- in the form of an Account Payee DD or deposit
online. Following are the bank details for submission of EMD:
Name of Beneficiary: GUJARAT STATE ENERGY GENERATION
Name of the Bank: BANK OF BARODA
Name of the Branch: MID CORP BRANCH, AHMEDABAD
Types of Account: CC ACCOUNT
IFSC Code: BARB0MIDAHD
4.3. On online submission of tender fees/ EMD, you are kindly requested to
share the GST details of your company on the same day of amount
transfer to [email protected] with a copy to:
4.4. Any BID not accompanied by BID Security/ EMD shall be rejected.
Please furnish details of EMD paid in the Technical Bid.
4.5. Bidder, registered with NSIC/MSME is not exempted from payment of
Tender fee and EMD.
4.6. EMD securities of the unsuccessful BIDDERs will be returned after
expiry of the final BID validity and after award of contract to the
successful Bidder. In case of non-receipt of the such amount, kindly
send the request to: [email protected] with a copy to:
4.7. EMD of the successful BIDDER shall be released after reviewing the
performance of works on request by the contractor on completion of
term of contract.
4.8. EMD shall be forfeited if the BIDDER withdraws his BID during the
period of BID validity. EMD shall be forfeited, if the successful
BIDDER doesn’t respond/ refuses or neglects to execute the contract on
issuance of LOI/ Work Order.
5. BID Clarification/ Amendment
5.1. The prospective BIDDER requiring any clarification shall write to
GSEG on or before the last date of BID Clarification so as to ensure
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submission of BID on or before the Last Date of Submission of BID
and the GSEG will notify on https://gsegtender.nprocure.com website.
The BIDDERs are advised to check website for the same.
5.2. At any time prior to the Last Date of Submission of BID, GSEG, for
any reason, whether at his sole initiative or any response to a
clarification requested by a prospective BIDDER, may modify the BID
DOCUMENT(s) by amendment(s) thereto. The amendment(s) will be
notified on https://gsegtender.nprocure.com website. The BIDDERs are
advised to check website for the same.
6. BID Validity
The BID shall be kept valid for at least 180 days from the Last Date of
BID Submission. A BID with validity for a shorter period than the above
may be rejected by GSEG. If required, GSEG may solicit the BIDDER’s
consent to an extension of the period of BID validity.
No deviations to be taken by the BIDDER to the BID Document(s). BIDs
with any deviation are liable for summarily rejection.
8.1. The price quoted by the BIDDER shall be all inclusive considering the
total scope of work as envisaged in the BID DOCUMENT.
8.2. The price should be quoted in Indian Rupees only, considering relevant
minimum wages act/ rules and all the prevailing applicable statutory
compliances. Price should be quoted online only.
9. Submission of BID
9.1. All the relevant documents as per requirement of the Bid document
must be submitted physically along with the Tender Fee & EMD in
sealed cover so that the same is received in this office on OR before the
due date and time.
9.2. BIDDERs are requested to submit price – BID on-line only and not to
submit the price BID in physical form. BIDDER to confirm submission
of online Price BID in Annexure 5. This is mandatory. Only on-line
submitted price BID will be considered for evaluation. Format for
online price bid is at Annexure
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9.3. It is mandatory for all the BIDDERs to submit their Technical BID
documents by both forms viz. on – line (e-tendering) and physically in
schedule time. If BID documents submitted in only any one form, say
either by on line or physically, in that case the same BID will not be
9.4. The Technical BID along with Tender Fee and EMD, prepared by the
BIDDER shall be in One Original and two copies in separate envelopes.
The envelope should be marked as “Original”, “Copy 1” & “Copy 2”
9.5. The Technical BID must contain following details / Documents. All the
documents must be stamped and self-certified.
9.5.1. Tender Document with clarification/ amendments duly stamped and
9.5.2. Proof of Tender Fee in form of Account Payee DD. EMD payment,
either in form of Account Payee DD or original Bank Guarantee, in
Favour of GSEG, in separate envelope super scribing “Tender Fee
9.5.3. Annexure 1 – Letter of Confirmation with respect to understanding of
the complete scope of services as envisaged, No Deviation in the BID
9.5.4. Copy of power of Attorney / Authority to sign the BID Documents.
9.5.5. Annexure 2 – Details of the Company
9.5.6. The List of jobs carried out by the BIDDER for allied experience in
previous years and its Documentary evidences to substantiate the same.
9.5.7. Annexure 4 – Certificate from Practicing Chartered Accountant for the
year wise turnover.
9.5.8. Confirmation by BIDDER for Online submission of Financial Proposal
9.6. If required, the GSEG may ask for the additional information as well as
may invite the BIDDER for discussion on its BID
9.7. The Envelopes containing information as per above instructions, must
be sealed individually with super scribed as follows:
Envelop 1 containing Tender Fee and EMD: “Tender Fee and EMD”
Envelope 2 containing Original of Technical BID: “Original:
Envelope 3 containing Copy 1 of Technical BID: “Copy 1: Technical
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Envelope 4 containing Copy 2 of Technical BID: “Copy 2: Technical
9.8. All the above mentioned four envelopes are to be placed in another
bigger envelope which is to be super scribed as “BID for Concertina
Coil Fencing and associated work at GSEG”.
10. BID Closing Dates
10.1. The prospective BIDDER requiring any clarification shall write/ mail
to GSEG on or before the last date of BID Clarification i.e. 20th August,
2026 so as to ensure submission of BID on or before the Last Date of
Submission of BID. No queries shall be entertained thereafter.
10.2. The prospective BIDDER may send their queries seeking clarification
to: [email protected] with a copy to:
10.3. GSEG will notify for clarification/ amendments on
https://gsegtender.nprocure.com. The BIDDERs are advised to check
website for the same.
10.4. Last date for submission of the Technical BIDs: by 15.00 hrs. of 25th
10.5. Date and time of Technical BID Opening: 16.00 hrs of 25th August
10.6. Any BID received by GSEG after the deadline for submission of BID
prescribed by GSEG may be rejected. GSEG will not be responsible if
BID is not delivered in time by the Post or Courier or any other reason
what so ever. The responsibility of ensuring on-time submission of their
offers lies entirely with the BIDDERs.
10.7. If there is any change in the dates, it will be notified on
https://gsegtender.nprocure.com website accordingly. The Bidders are
advised to check website for the same.
10.8. The Technical BID may be submitted to the Asst. General Manager
(Commercial) at following address:
Shri Ketan Parekh
Assistant General Manager (Commercial)
Gujarat State Energy Generation Ltd.
2nd Floor, Building no. A/78/3-8
Beside iGATE, GIDC Electronic Estate
Sector-25, Gandhinagar - 382
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11. BID Opening and Evaluation
11.1. The authorized representatives of the GSEG will first open envelope
containing Tender Fee and EMD.
11.2. Then the authorized representatives of the GSEG will open envelope
containing Technical BID of those BIDDERs who have submitted
Tender Fee and EMD.
11.3. The BID of any BIDDER who has not complied with the conditions
prescribed herein or conditional BID is liable for rejection.
11.4. Price BID of only the technically qualified BIDDERs shall be
considered for opening and evaluation.
12. Right to Accept Any BID and to Reject Any or All BID
12.1. The right to accept in full or in part/parts the BID will rest with GSEG.
However, GSEG does not bind itself to accept the lowest BID and
reserves the right to reject any or all the BIDs or any part of a BID so
received and no compensation shall be paid for the efforts made by the
12.2. The right to abandon bidding process without assigning any reason will
rest with GSEG. No compensation shall be paid for the efforts made by
12.3. GSEG may reject to BID of the BIDDERs, if it is found that the
BIDDER/ Contractor is black listed on previous occasions by the any
of the Departments/Institutions/Local Bodies/Municipalities/Public
Sector Undertakings, etc.
12.4. Bidder should not have filed Bankruptcy in last 3 years and no
insolvency case should be pending anywhere in India.
13. Evaluation of BID
The BID shall be evaluated in two stages:
13.1. Stage-I: Review of Tender Fees and EMD (BID Security)
13.1.1. On the date of BID opening as shown on above of this BID, envelope
containing Tender fees and EMD will be opened.
13.1.2. Those who have submitted Tender fees and EMD, their Technical
BID shall be opened.
13.1.3. Technical BIDs which are found deficient on general scrutiny will be
treated as non-responsive and may be rejected.
13.2. Stage-Il: Opening of Price BID
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13.2.1. e-Price BIDs of Technically Qualified BIDDERs shall be opened.
13.2.2. The Price BIDs will be scrutinized for compliance with BID.
13.3. Evaluation methodology
13.3.1. The BIDDER is to submit online, rates for said scope of work/
services, in Indian Rupees only, and confirm in the format as
mentioned in BID document at Annexure 5. Price BID shall be online
only. Based on which the BID will be evaluated.
13.3.2. The BID with lowest quoted online rate shall be considered as L-1.
The BID second to lowest quote shall be considered as L-2 and so on.
13.3.3. In case of tie for L-1 position for qualified bids (technical as well as
financial), Bidder with higher Average Turnover of last three years
shall be considered as L-1.
14. Award of Contract
14.1. GSEG will award the contract to the successful evaluated BIDDER
whose BID has been found to be responsive and who is eligible and
qualified to perform the contract satisfactorily as per the terms and
conditions incorporated in the BID DOCUMENT.
14.2. GSEG will communicate the successful BIDDER by a Work Order.
14.3. Failure of the successful BIDDER to comply with the requirements of
above clauses shall constitute sufficient grounds or the annulment of the
award and forfeiture of EMD.
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1. Bidders Qualifying Criteria
1.1. Bidder has paid Tender Fee of Rs. 2,360/- (including GST) in form of
demand draft in favour of “Gujarat State Energy Generation
Limited, Gandhinagar (Gujarat).” Or Online.
Details of Beneficiary:
Name of Beneficiary: GUJARAT STATE ENERGY GENERATION
Name of the Bank: BANK OF BARODA
Name of the Branch: MID CORP BRANCH, AHMEDABAD
Types of Account: CC ACCOUNT
IFSC Code: BARB0MIDAHD
1.2. Bidder has paid EMD of Rs. 34,000/- in form of demand draft in favour
of “Gujarat State Energy Generation Limited, Gandhinagar
(Gujarat).” Or Online.
Details of Beneficiary:
Name of Beneficiary: GUJARAT STATE ENERGY GENERATION
Name of the Bank: BANK OF BARODA
Name of the Branch: MID CORP BRANCH, AHMEDABAD
Types of Account: CC ACCOUNT
IFSC Code: BARB0MIDAHD
1.3. The bidder must have successfully completed civil work related to
concertina coil fencing OR chain link fencing OR barbed wire fencing
OR any other type of civil and structural work including ARC/AMC of
civil and structural works in last Seven years as follows:
One identical job of amount Rs. 27.2 Lakhs
Two identical jobs of amount Rs. 17 Lakhs
Three identical jobs of amount Rs. 13.6 Lakhs
Bidder to provide supporting documents in form of notarized copies of
Unedited notarised copies of the work order AND
Certified bills showing quantity of item executed or notarised
copy of Certificate from the owner clearly specifying the
executed quantities AND
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Completion certificate by owner along with technical bid as
required by GSEG.
1.4. The annual turnover of the bidder shall be a minimum of Rupees
lakhs in each year for last 3 years ending 31st March of the previous
financial year. Bidder have to provide a Certificate of a practicing
Chartered Accountant in this regard with UDIN as per the format at
1.5. Bidders shall have to provide the notarised copy of all the supporting
documents as required for qualification in the tender document.
1.6. Bidder must have PAN card. Copy of PAN card to be attached.
1.7. Bidder must have Registration Certificate of the Company
1.8. Bidder must have GST Registration.
1.9. Bidder must not be Black listed/ Stop Deal / Holiday list by any
Government Department/Autonomous bodies / PSU etc. An
undertaking that the Bidder has not been blacklisted by any Government
Department/Autonomous bodies / PSU etc. is required to be submitted
by the Bidder. (Annexure – 1)
1.10. An Undertaking that the Bidder or its working employees are not
convicted by any court. (Annexure – 1)
1.11. Bidder should have above stated requirements and the GSEG reserves
the right to request for any additional information and reserves the right
to reject the proposal of any Bidder, if in the opinion of the
GSEG, the qualification data is incomplete or the Bidder is found not
qualified to satisfactorily perform the works. Bidders have to submit the
supporting Documents /proofs etc., duly stamped and self-certified, for
all above qualifying criteria.
1.12. Bidder should not have filed Bankruptcy in last 3 years and no
insolvency case should be pending anywhere in India. (Annexure – 1)
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Bid Submission forms & check List
(Annexure 1 to Annexure 5)
Following checklist is intended to ensure that all information necessary to
evaluate your proposal has been included. Please indicate Yes / No or
Acceptable / Not Acceptable, whichever is not applicable.
Sr. Name of the Document Submitted Comments,
No. Yes/No If any
1 All the documents (including tender document
along with clarification/ amendments) must be
stamped and self certified, in Original and two
2 Proof of Tender Fee and EMD payment,
Demand Draft or Online.
3 Letter of Confirmation with respect to
understanding of the complete scope of services
as envisaged, No Deviation in the Bid
Document (Annexure – 1)
4 Copy of power of Attorney / Authority to sign
the Bid Documents.
5 Details of the Company (Annexure – 2 )
6 Certificate from Practicing Chartered
Accountant for the year wise turnover of last
three years with UDIN (Annexure-3)
7 The List of jobs carried out by the Bidder in
previous years and its Documentary evidences
(notorised) to substantiate the same. (Annexure
8 Confirmation of submission of online Price Bid
as per Annexure 5 &
9 Copy of PAN Card
10 Copy of GST No.
11 Check whether Online Price submitted or not?
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(To be submitted on the Bidder‘s Organization Letterhead)
(Copy of the Power of Authority to sign to be submitted along with this
Assistant General Manager (Commercial)
Gujarat State Energy Generation Limited
A/78/3-8, GIDC Electronic Estate,
Near Patni Computers (iGATE), Sector
Gandhinagar 382016, Gujarat, India
Subject: Technical Proposal – Submission / Confirmation on Concertina
Coil Fencing and associated work at GSEG, Hazira, Surat.
authorized person of _________________________, a __________
company, herewith enclose Technical Proposal for selection of my / our
firm / organization for Concertina Coil Fencing and associated at GSEG,
herewith confirm that we have understood the complete Scope &
specification of work as envisaged in the Bid Document. It is also confirm
that we have visited the site and are well acquainted with scope of supply
and services along with site and surrounding condition. For whatsoever
reasons, we shall not raise any further issues for the same in future.
It is also confirmed hereby that no deviation in accordance with the Bid
Document is taken and we shall comply the Bid Document in totality.
The Bid is valid up to 180 days from the last date of Bid submission.
I/we also confirm that my/our agency has not been blacklisted by any
Government Department or PSU of GOI/GOG as on the date of submission
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I/we also confirm that my/our agency has not been put on Holiday list/Stop
deal by any Autonomous bodies /Government Department or PSU of
GOI/GOG as on the date of submission of the Bid.
I/we also confirm that Bankruptcy has not been filed within last 3years and
no insolvency case is pending anywhere in India.
I/We also confirm that my/our company/organisation or its working
employees are not convicted by any court or any other legal authority.
I/We here by agree to abide by and fulfil all the terms and provisions of the
Bid document and contract for work/supply as applicable and in case of
default thereof to forfeit and pay to the Company the sums of money due.
I/We hereby confirm that Price is submitted online on (n)Procure website.
Yours faithfully,
Name of the Bidder ____________________________
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Information and Documentary Evidence of Bidder’s Qualification
1. General Information of the Bidder
1.1 Bidder’s Legal Name
1.2 Bidder’s Legal address in Country of
1.3 Address of Bidders’ Regional Office/
Head Office/ Controlling office in
1.4 Bidder’s Legal status
(Proprietorship / Partnership /
Limited or Incorporated / Limited
Liability Concern / Others)
1.5 Bidder’s Business Status
1.6 Bidder’s Authorized Representative
Telephone / Fax Numbers
1.7 To mention registration no. and
attach copy of following Documents:
i. The notarized Power of
Attorney, authorizing a person
to sign the Proposal on behalf of
2. Bid Validity (Not less than 180 days from the date of Bid Closing)
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3. Bank Details Information of the Bidder (Copy of Cancelled Cheque to be
3.1 Bidder’s Account in the Bank
3.2 Bidder’s Account Type
3.3 Bidder’s Bank Account Number
3.4 Bidder’s Name & address of Bank
3.5 Bidder’s Bank Branch MICR code
3.6 Bidder’s Bank Branch IFSC code
Name of the Bidder _____________________________
Note : Attach all the documents as mentioned above.
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[On Chartered Accountant’s letter head]
This is to certify that M/s. [Name of the Bidder________________________]
having its office at [Address of the
No……. (Insert PAN no. of the Bidder) is in the business of …….. (Insert
briefly the nature of the business), has recorded the following Turnover and
Profit in last three financial years are as follows:
Year Turnover Rs. Profit Rs. Audited Statement
2023-24 Yes/ No
2024-25 Yes/ No
2025-26 Yes/ No
All figures indicated herein are arrived from the Audit Reports of the Bidders
duly submitted to the Income Tax Department.
[FOR MSME Bidders ONLY] This is to certify that based on financials
M/s. [Name of the Bidder________________________] is valid for
MSME under the Service Category [Service Category].
Round stamp of CA [Name and Registration No. of
Chartered Accountant]
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Assignments Undertaken /ongoing During Previous Years
1. Details of Company(ies) / organization for experience of work (Including all ongoing Contracts)
Name of the Address Date of Date of Name of the Amount of Phone No. Remarks
Sr. Company/ and Commencement Completion Contact person Work and e-mail
No. Organization Location of the Services of the of the order/ id of the
where Services company/ Contract Contact
services are organization to Value person.
provided. whom services (Rs.)
Location were provided
(Please. attach copy of each contract / agreement. Letter issued by respective organization for work completion may also
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Confirmation by Bidder for submission of Financial Proposal online
Assistant General Manager (Commercial)
Gujarat State Energy Generation Limited
A/78/3-8, GIDC Electronic Estate,
Near Patni Computers (iGATE), Sector
Gandhinagar 382016, Gujarat, India
Subject: Online Submission of Financial / Price Proposal for Concertina Coil
Fencing and associated work rk at GSEG, Hazira, Surat
authorized person(s) of _________________________, a company, herewith confirm
that we have submitted Financial/Price Proposal, for Concertina Coil Fencing and
associated work at GSEG, Hazira, Surat, online on (n)Procure website.
Yours faithfully
Signature ____________________
Designation ____________________
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Format for submission of Financial Proposal, online
Description Unit Quantity Total
Providing and applying 20mm thk. Sand face
plaster on Y angle post approximate (600
mm x400mm) on boundary walls or any type
of concrete surface in two coats, first coat in
12mm thk. in cm(1:4) and second coat 8mm
thk. in (1:2) at all elevations using approved
quality of coarse screened sand for both the To be
1 SQM 200 Submitted calculated
coats including providing grooves adjoining
the concrete members, racking of masonary
joints, hacking of concrete surface, mixing,
applying, finishing with sponge, curing with
all labours, materials, Scaffolding,
equipment potation platform, tools & tackles
etc complete as per specification.
Providing and painting two coats of epoxy
paint and one finishing coat of polyurethane
of min. DFT of 25 microns to the existing
steel structure including primer paint,
preparation of surface by buffing thoroughly
cleaning of oil, dirt, dust, rust and scale,
exacting paint by wire brushing, power tool To be To be
2 cleaning, applying two coats of epoxy paint SQM 400 Submitted calculated
each coats of 75 micron thickness, including online online
surface preparation by buffing, scaffolding,
arrangement of platform for working at
height etc. as directed by Engineer-in-charge
with all labour, tools and tackles, safety tools
and tackles etc…. complete at all elevations
Supplying, Providing and installing Hot dip
G.I. punched Tape concertina coil( 600 mm
diameter and 12gauge) anti-climbing device
3 RM 2450 Submitted calculated
with barbed wire 12 gauge (4 rows) along
boundary line of height 3000 mm above
ground level of 600 mm height, such that
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total fence height of 3.60 m above ground
level is achieved, including supply of all
connectors for fixing the fencing on to
existing Y angle iron posts (ISA -50 x 50 x
mm) spaced at 3m intervals, including Y-
angle supports with 100 mm base plates fixed
on the boundary wall. Complete with anchor
fasteners, nuts, bolts, welding etc. The Rate
shall be inclusive of fabrication, Galvanizing
& fixing of steel posts and grouting of base
plate with GP-2 wherever required. The
scope of work includes removal of old
concerting coil/barbed wire fencing, Y
Angles (If required) and disposal of old
concerting coil/barbed wire fencing at
furthest point of GSEG plant premise. No
separate payment shall be paid for the
scaffolding. The height of Concertina coil is
600 mm above the top of the boundary wall.
Barbed Wire shall have a minimum zinc
coating of 275 GSM. The Hot-Dip G.I.
Concertina Coil shall be Hot-Dip Galvanized
steel having a minimum zinc coating of
GSM. Spring Core shall be 2.5 mm thick.
The concertina coil of 600 mm dia having
nos rounds per 6 meter length up on Y angle.
Providing, Detailing, fabricating,
transporting to site and erecting in position
structural steel works such as ( Y Angle
x 50 x 6mm) , base plate and other associated
MS structures etc fabricated from rolled
steel sections conforming to IS:
including preparation of surfaces by copper
slag blasting ( The surface shall be cleaned to
grade ST -2 as per SIS 05 -5900 or as per IS To be To be
4 MT 1.2 Submitted calculated
:1477 (Part - 1) ) , including Providing and
application two coats of epoxy paint and one
finishing coat of polyurethane of min. DFT
of 25 microns to the existing steel structure
including primer paint, preparation of
surface by thoroughly cleaning of oil, dirt,
dust, rust and scale, exacting paint by wire
brushing, power tool cleaning, applying two
coats of epoxy paint each coats of 75 micron
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thickness (Total DFT 175 microns),
including scaffolding, arrangement of
platform for working at height etc. as
directed by Engineer-in-charge with all
labour, tools and tackles, safety tools and
tackles etc…. complete at all elevations to
achieve an even shade with all materials,
labour, equipment, handling, including
Protection and cleaning, scaffolding etc.
complete as per specification, and
instructions of the Engineer. (Note:
Intermediate, top and finishing coat paints
shall be from same manufacturer and the
paints shall have compatibility with one
another), provision of erection bolts,
permanent bolts, nuts and washers, welding
cleats, stiffeners, gussets, base plates and all
other fixtures and splices etc. complete with
all labour, material, scaffolding, electrodes
and other consumables, equipment, testing
etc. and as per instructions of the Engineer.
The scope also includes dismantling of
existing structural steel, cost of
transportation for disposal of steel from
GSEG site to furthest point of GSEG plant
premises as directed by GSEG. No extra cost
shall be paid on account of dismantling of
structural steel and transportation of steel. No
separate payment shall be paid for the
Sub Total To be calculated online
GST (18%) To be calculated online
Total amount including GST To be calculated online
Total amount including GST To be calculated online
PRICE BID Notes:
1. The Price quoted above shall be in Indian Rupees and must be inclusive of all
applicable taxes and duties, insurance, freight and all other charges. Only Rate
of GST shall be mentioned separately in percentage (%) only.
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2. Price quoted shall be remain fixed for entire scope of work
3. There shall not be any increase in price due to change in any applicable taxes
4. GSEG shall deduct all necessary taxes from source before making the payment
and no further payment / compensation shall be made for such deductions.
5. For applicability of GST shall be based on HSN/SAC Code.
6. Bidder to quote rate/price for each item. In case Bidder is not quoting Rate/Price
for any items, it is liable for rejection.
7. No Overtime shall be paid.
8. No conditions should be attached to the price proposal.
9. The prices indicates by bidder is for complete scope including all expenses
incidental to performance of work as per agreed scope. Price shall remain firm
and fixed throughout the contracting period and shall not be subject to
escalation for any reason whatsoever.
10.The actual quantity mentioned is variable and not firm. It may vary subject to
the requirement. The required quantity of the items/services to be
supplied/provide may increase or decrease.
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GENERAL TERMS AND
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1.1. As used in this Order, the following terms when capitalized and used shall have
the following meanings:
"Order" means this order along with appendices, as the same may be amended,
supplemented or modified from time to time.
"Contract Schedule" means the schedule set forth in Section - 5 hereto, as such
schedule may be adjusted from time to time in accordance with this Order.
"Supplier/ Contractor": means ________________________________, a
company registered and existing under the laws of ________and having its
and its successors and permitted assigns.
"Contractor's Equipment" means all materials, equipment, appliances and items
of whatsoever nature required by Contractor and brought to the site by
Contractor or any of its subcontractors for the obligation of supplies, Services,
works, etc. but not including materials, equipment, appliances or items intended
to form or forming part supply, service or works.
"Owner" means, GUJARAT STATE ENERGY GENERATION LIMITED
(GSEG) a company registered and existing under, the laws of India and having
its registered office at, 2nd floor, FF Shed Nos. A/78/3-8, Beside Patni
Computers (IGATE), GIDC Electronic Estate, Sector 25, Gandhinagar
and its successors and assigns.
“Engineer” means Site Head of GSEG or any other person designated by the
Owner from time to time.
"Party" : For the purpose of these purchase order Terms & Conditions, GSEG
(“ Owner” ) and the party specified in order who shall supply product(s) and
service (s) in accordance with the purchase order ( “Supplier/ Contractor” ) may
be collectively referred to as the “Parties” and individually as the “Party”, as the
1.2. Rules of Usage
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In the interpretation of this Order, unless the context otherwise requires:
1.2.1. the singular includes the plural and vice versa, and in particular (but without
limiting the generality of the foregoing) any word or expression defined in the
singular has the corresponding meaning used in the plural and vice versa;
1.2.2. a reference to any gender includes the other genders;
1.2.3. a reference to statutes shall be construed as including all statutory provisions
consolidating, amending, modifying, supplementing or replacing the statute
1.2.4. any reference to a person or entity shall include such person's and such entity's
successors and assigns, and shall include all natural persons, corporations,
companies, limited liability companies, partnerships and other legal entities.
1.3. Order of Priority
In the event of any conflict, variation or inconsistency between the provision of
this Order, as it may be amended modified or supplemented from time to time
and any other provisions of this Order, the most stringent provision in favor of
the Owner shall be applicable.
2. Contractor’s Scope of Work and obligations
2.1. Services to be performed
Contractor shall perform all supply/ services/ works as specified in Section -
2.2. The Contractor shall carry out and complete the supply/services/works in every
respect in accordance with this Order and in accordance with the directions and
to the satisfaction of the Owner. The Owner may in his absolute discretion from
time to time issue further drawings and/or written instructions, details, directions
and explanations which are hereafter collectively referred to as "Owner’s
Instructions" in regard to:
2.2.1. The variation or modification of the design, quality or quantity of works or the
omission or substitution of any work.
2.2.2. The removal from the site of any materials brought thereon by the Contractor
and the substitution of any other materials thereof.
2.2.3. The removal and/or re-execution of any works executed by the Contractor.
2.2.4. The dismissal from the works of any persons employed thereupon.
2.2.5. The amending and making good of any defects.
2.2.6. The opening up for inspection of any work covered up.
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2.2.7. Rectification of Punch Points given by Engineer
2.3. Contractor to provide everything necessary
2.3.1. The Contractor shall provide everything necessary for the proper execution of
the works according to the intent and meaning of the drawings, schedule of
quantities and specifications taken together whether the same may or may not
be particularly shown or described therein provided that the same can
reasonably be inferred there from and if the Contractor finds any discrepancy
therein shall immediately and in writing refer the same to the Engineer whose
decision shall be final and binding on the parties.
2.3.2. The Contractor shall supply, fix and maintain at his cost, during the execution
of any works all the necessary shoring, pumping, fencing, hoarding, watching
and lighting at night as well as during the day, required not only for the proper
execution and protection of the said works, but also for the protection of the
public and the safety of any adjacent roads, streets, cellars, vaults, walls,
houses, buildings and all other erections, matters or things, and the Contractor
shall take out and remove any such debris and waste material when ordered to
do so and shall fully reinstate and make good all matters and things disturbed
during the execution of the works to the satisfaction of the Engineer. The
Contractor shall be paid no additional amount for the above and for any access
roads to be made to reach the construction site.
2.3.3. All materials shall be new and of the best respective kinds described in the
schedule of quantities and/or specifications and in accordance with the Owner’s
Instructions and the Contractor shall upon the request of the Owner furnish him
with all invoices, accounts, receipts, certificates and other vouchers, to prove
that the materials comply therewith. The Contractor shall at his own cost
arrange for and/or carry out any test of materials which the Owner may require.
The Contractor shall depute an independent qualified QA/QC engineer and
safety officer full-time at the site for the duration of the contract and shall not
be eligible for extra financial compensation.
2.3.4. It shall be the responsibility of the Contractor to load / unload and store in a
safe and acceptable manner all construction materials as directed by the
2.3.5. The Contractor shall be required to provide and maintain all tools, and
equipment and instruments necessary to perform his work. He shall provide all
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fuels, lubricants and compressed air for the operation and maintenance of his
construction tools.
2.3.6. The Contractor shall arrange for all his requirements of such materials as but
not limited to oxygen, acetylene, pipes, ropes, welding machine, welding rods,
scaffolding, etc. required for performing his work.
2.3.7. The Contractor shall provide facilities for his office, warehouse, tool room,
change room or any other building required to execute his work.
2.3.8. The Contractor shall not sell, assign, mortgage, hypothecate or remove
equipment or materials which have been installed or which may be necessary
for the completion of the Contract.
2.3.9. Contractor shall provide all expert, engineers, supervisors, technicians, skilled
semi-skilled, un-skilled labour etc. personnel required in connection with the
2.3.10. The Monthly Progress Reports shall be provided to Owner within 7 days
after the end of each calendar month.
2.4. Engineer to direct Work and order Alterations, Modifications, Deletions
2.4.1. The Engineer shall have the right to direct the manner in which all work under
this Order shall be conducted in so far as may be necessary to secure the safe
and proper progress and the specified quality of the work. All work shall be
done and all material shall be furnished to the satisfaction and approval of the
2.4.2. Additional drawings and explanations to exhibit or to illustrate the details may
be provided by the Engineer and shall be so provided whenever necessary and
if consistent with the drawings and specifications shall be binding upon the
Contractor. The written decision of the Engineer as to the true construction and
meaning of the drawings and specifications and of such additional drawings
and explanations shall be binding upon the Contractor.
2.4.3. If at any time the Contractor's methods, materials, or equipment appear to the
Engineer to be unsafe, inefficient or inadequate for securing the safety of the
workmen or the public, the quality of work or the rate of progress required, he
may order the Contractor to increase their safety, efficiency and adequacy. The
Contractor shall comply with such orders. If at any time the Contractor's
working force and equipment are, in the opinion of the Engineer, inadequate
for securing the necessary progress, as herein stipulated, the Contractor shall,
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if so directed, increase the working force and equipment to such an extent as to
give reasonable assurance of compliance with the schedule of completion. The
failure of the Engineer to make such demands shall not relieve the Contractor
of his obligations to secure the quality, the safe conducting of the work and the
rate of progress required under the Order and the Contractor alone shall be and
remain liable and responsible for the safety, efficiency, and adequacy of his
methods, materials, working force, equipment and timely completion of job
irrespective of whether or not he makes any change as a result of any order or
orders received from the Engineer.
2.4.4. The Engineer shall have the power to make any alteration, omissions or
additions to the original specifications, drawings, designs and instructions that
may appear to him to be necessary or advisable during the progress of the work
and the Contractor shall be bound to carry out the work in accordance with any
instructions that may be given to him in writing by the Engineer and such
alterations, omissions, additions or substitutions shall not invalidate the Order.
Any altered, additional or substituted work which the Contractor may be
directed to do in the manner above specified as part of the work, shall be carried
out by the Contractor on the same conditions in all respects on which he agreed
to do the main work and at the same rates as are specified in the Order for the
main work, unless such alterations are not identical with items of work and
form extra items.
2.4.5. The time for completion of the work shall be extended in the time proportion
that the altered, additional or substituted work bears to the original contract and
the decision of the Owner shall be conclusive and binding on the Contractor.
2.4.6. The Contractor shall comply with and duly execute any work as per Engineer's
instructions provided always that oral instructions, directions and explanations
given to the Contractor by the Engineer shall, if involving a variation, be
confirmed in writing by the Contractor within seven days and the Engineer
written approval obtained. Rates of items not mentioned in the Schedule of
Quantities and Rates shall be dealt with as extra items.
2.4.7. If the Contractor after receipt of written notice from the Engineer requiring
compliance, with such further drawings and/or the Engineer’s instructions fails
within seven days to comply with the same, the Owner may employ and pay
other agencies to execute any such work whatsoever as may be necessary to
give effect thereto and all costs incurred in connection therewith shall be
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recoverable from the Contractor by the Owner or may be deducted by the
Owner from any moneys due or to become due to the Contractor.
2.5. Drawings and Schedule of Quantities
2.5.1. One set of the drawings and specifications and schedule of quantities shall be
furnished by the Engineer to the Contractor, and Engineer shall furnish, within
such time as he may consider reasonable, one copy of any additional drawing/s
which in his opinion may be necessary for the execution of any part of the work.
Such copies shall be kept on the works and the Engineer and their
representatives shall at all reasonable times have access to the same, and they
shall be returned to the Engineer by the Contractor before the issue of the
certificate for the balance of his account under this Order. This contract and the
signed drawings and specifications and schedule of quantities shall remain in
the custody of the Engineer and shall be produced by him at his office as and
when required by the Owner or by the Contractor.
2.5.2. If the Contractor apprehends any delay in construction for want of drawings
and details, he shall, immediately advice the Engineer in writing accordingly.
In case the work is retarded or even stopped temporarily for lack of details and
construction drawings to proceed with, the Contractor would be given
extension of time to the extent his work has been held up for want of drawings.
The Engineer’s decision in regard to the extension of time allowed on this
account shall be final and binding.
2.5.3. Only figured dimensions on drawings will be followed and drawings to large
scale shall generally take precedence over those to a smaller scale. Detailed
drawings and notes appended thereon shall be deemed to form part of the
specifications and to supersede the specification in case of discrepancies.
However, all documents shall be considered mutually explanatory.
2.6. To Define terms and Explain Plans
2.6.1. The various parts of the Order are intended to be complementary to each other,
but should any discrepancy appear, or any misunderstanding arise as to the
important of anything contained therein, the explanation of the Engineer shall
be final and binding. The correction of any errors or omissions of the drawings
and specifications may be made by the Engineer, when such correction is
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necessary to bring out clearly the intention which is indicated by a reasonable
interpretation of the drawings and specifications as a whole.
2.6.2. Whenever, in the specifications or on the drawings which are a part of this
Order or which may be furnished to the Contractor for directing this work, the
terms and descriptions of various qualities of workmanship, materials,
structures, processes, plant or other features of the Order are described in
general terms, the meaning of fulfilment of which must depend on judgement;
then in all such cases the question of fulfilment of such specification or
requirements shall be decided by the Engineer and said materials shall be
furnished, said work shall be done, and said structures, process, plant or features
shall be constructed, furnished or carried on in full and complete accordance
with his interpretation of the same and to his full satisfaction and approval,
provided such interpretation is not in direct conflict with the drawings and
specifications and generally accepted good practice.
2.7. Contractor shall provide all expert, engineers, supervisors, technicians, skilled
semi-skilled, un-skilled labour etc. personnel required in connection with the
2.8. The Contractor shall acquire at his expense all permits, approvals, NOC,
Clearances licenses, etc. from all local, state or national government authorities
or public service undertakings in India, that are necessary for the performance
of the Order. In case any statutory Approval(s) required, the copy of the
approvals is to be submitted by the Bidder/ Contractor, for review of the Owner.
2.9. Owner shall have the right at all times, to require that the project manager and
any site manager or any other person of Contractor, be removed for good and
sufficient reasons and replaced forthwith reasonably acceptable to the Engineer.
As used in the section "good and sufficient reasons" shall means incompetence,
misconduct, malfeasance, disruptive behavior, negligence, or any other similar
act of behavior. The Owner/ Engineer can do so without assigning any reason.
2.10. Contractor shall keep the site reasonably clean and otherwise free from
accumulation of waste materials, rubbish and other debris resulting from
performance of the Contractor’s obligations. Contractor's labour camp and
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housing colony shall be maintained tarred at hygienic standards and shall be kept
reasonably free of debris, litter and malodour. On or before competition of work,
Contractor shall remove from the site area all petroleum, waste materials,
rubbish and other debris, as well as all tools, construction equipment, machinery
and surplus material to which Owner does not hold title, and shall leave the site
area in a neat, clean and usable condition.
2.11. The Contractor will administer and pay all other taxes payable in connection
with this Order and in accordance with applicable law, including but not limited
to, works contract tax on civil works, excise duties along with concessional CST
2.12. Contractor shall be responsible for the recruitment, transportation,
accommodation and catering of all labour, local or expatriate, required for the
execution of the Order and for making all payments in connection therewith.
2.13. All the safety & security regulations prevailing at site will have to be strictly
complied and adhered to by the Contractor and also by his labour engaged on
site. Contractor shall comply with the applicable construction HSE (Health,
Safety and Environment) manual. Also, the Contractor shall take adequate care
for compliance with the specific safety rules applicable to this work.
2.13.1. Contractor shall implement and administer a safety and health program for the
site which shall include: (a) establishing Contractor and its Subcontractor
safety guidelines and requirements (including a fall prevention program). (b)
conducting of weekly safety meetings with its Subcontractors, (c)
development, implementation and enforcement of procedures for advising
subcontractors of, and correction of safety violations and deficiencies, and (d)
taking of all other actions necessary to provide a safe work environment in
accordance with applicable laws. Contractor shall take all reasonable
precautions for the safety of, and shall provide all reasonable protection to
avoid damage, injury or loss to : (a) all persons employed by Contractor or
Subcontractors in connection with the supplies and services and all other
persons who may be affected thereby, (b) all materials and equipment to be
incorporated into the site, whether in storage on or off the site, under the care,
custody or control of Contractor or any subcontractor, and (c) other physical
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property at the site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures and utilities not designated for removal,
relocation or replacement in the course of construction.
2.14. Contractor's Supervision
2.14.1. The Contractor shall, during the whole time the work is in progress, employ a
qualified engineer to be in-charge of the works with adequate experience in
handing of jobs of this nature and with the prior approval of the Engineer. Such
Contractor’s engineer shall be constantly in attendance at the site during
working hours. During Contractor's/Contractor’s engineer's absence during
working hours, when it may be necessary to give directions, orders may be
given by the Engineer shall be received and obeyed by the Contractor’s
superintendent or foreman who may have charge of the particular part of the
work in reference to which orders are given. If requested to do so, the Engineer
shall confirm such orders in writing. Any directions, instructions or notices
given by the Engineer to him, shall be deemed to have been given to the
Contractor. The representative of the Contractor shall have all necessary
powers to receive materials from the Owner, issue valid receipts for the same,
engage labour or purchase materials and proceed with the work as required for
speedy execution.
2.15. Setting out Works
2.15.1. The Contractor shall set out the works and shall be responsible for the true and
perfect setting out of the same and for the correctness of the positions, levels,
dimensions and alignment of all parts thereof. If at any time, any error shall
appear during the progress of any part of the work, the Contractor shall at his
own expenses rectify such error, if called upon, to the satisfaction of the
2.15.2. The Contractor shall provide all facilities, instruments and attendance to the
Engineer or his deputed representative to check his work. Instruments brought
by the Contractor shall be in good working condition and shall be subject to
approval of the Engineer. Checking in part or full or any setting out or any line
or level by the Engineer shall not in any way relieve the Contractor of his
responsibility for the correctness thereof.
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2.15.3. The Contractor shall establish and maintain base lines and bench marks
adjacent of the various sections of work. All such marks and stakes shall be
carefully preserved by the Contractor, and in case of their destruction by him
or any of his employees, they shall be replaced at the Contractor's expense.
2.15.4. The Contractor shall be responsible for the accuracy of all dimensions within
the various sections of the work according to the figures of dimensions on the
2.16. Labour and Personnel
2.16.1. The Contractor shall make his own arrangements for the engagement of all
staff and labour, local or otherwise, and for their payment, housing, feeding
2.16.2. The Contractor shall ensure that he pays all his personnel and shall ensure and
procure that his sub-contractors pay to their personnel regularly their wages,
overtime and other compensations. The attendance register and the wage
register shall be submitted to the Engineer for verification at regular intervals.
The Contractor shall also furnish the Engineer at regular intervals as governed
by Applicable Laws including local statutes but not less than Monthly
intervals, certificates that he has paid to his sub-contractors and workmen and
caused his sub-contractors to pay all the dues to his sub-contractor workmen.
In case such payment is not made regularly by the Contractor or his sub-
contractors, the Owner shall be in his right to make such payments and deduct
the same from the Contractor's progress payments. In case the Owner becomes
liable to pay any wages or dues to the labour or to any Government agency
under any of the provisions of the Minimum Wages Act, Workmen's
Compensation Act or any other Applicable law due to act or omission of the
Contractor, the Owner may make such payments and shall recover the same
from the Contractor's bills.
2.17. Construction Supervision and Workmanship
2.17.1. The Engineer shall engage his own supervisory staff at the site of works as
may be deemed fit. The Contractor shall afford the Engineer’s supervisors
every facility and assistance for examining the works and materials for
checking and measuring the works and materials. The Engineer’s supervisors
shall have no power to revoke, alter, enlarge or relax any requirement of the
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Contractor, but may sanction any day work, additions, alterations, deviations
or omissions, or any extra work whatever as may be approved by the Engineer.
2.17.2. The Engineer’s supervisors will act as representatives of the Engineer and shall
have power to give notice to the Contractor or to his Foreman of non-approval
of any work or materials, and such work shall be suspended or the use of such
material shall be discontinued, until the decision of the Engineer shall be
2.17.3. The work shall be conducted under the general direction of the Engineer and
shall be subject to inspection by his supervisors to ensure strict compliance
with the terms of the Order. No failure of the Engineer or his supervisors
during the progress of the work to discover or to reject materials, or work not
in accordance with the requirement of this Contract shall be deemed as
acceptance thereof or a waiver of defects therein shall be construed to be an
acceptance of the work or materials which shall not strictly in accordance with
the requirements of this Order. No changes whatsoever to any provision of the
specifications shall be made without written authorisation of the Owner.
2.17.4. The Contractor shall execute the whole and every part of the work in the most
substantial and workmanlike manner as regards material and in all other
2.17.5. If it shall appear to the Engineer that any work has been executed with
unsound, imperfect or unskilled workmanship, or that any materials or articles
provided by him for the execution of the work are unsound, or of a quality
inferior to that contracted for, or otherwise not in accordance with the Order,
the Contractor shall on demand in writing from the Engineer, notwithstanding
that the same may have been inadvertently passed, certified and paid for,
forthwith rectify or remove and reconstruct such work in whole or in part as
the case may require or as the case may be, remove such materials or articles
at his own proper charge and cost. In the event of his failing to do so within
seven days of receipt of the Engineer written notice thereof, or any other period
mentioned in such notice, the Engineer shall rectify or remove and re-execute
the work or remove and replace with other materials and articles complained
of, as the case may be, at the risk and expense of the Contractor in all respects.
Also in the event the Contractor fails to carry out the rectification within the
period stipulated above, the Contractor shall be liable to pay compensation at
the rate of quarter (1/4) percent of the total Contract Value, for every week or
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part thereof, beyond the period stipulated above, that the rectification work
remain incomplete.
2.17.6. The provisional acceptance of sections of the work for the purpose of preparing
partial estimates and the payment of money for such partial estimates shall not
operate as a waiver of any portion of this Contract and shall not be construed
so as to prevent the Engineer from requiring replacement of defective work
that may become apparent after the said provisional acceptance and shall not
be construed in any way as the basis for a claim of extra compensation for any
cause whatsoever by the Contractor.
2.18. Measurement of Works
2.18.1. The Engineer may from time to time intimate to the Contractor that they
require the works to be measured and the Contractor shall attend or send a
qualified agent to assist the Engineer in taking such measurements and
calculations and to furnish all particulars or to give all assistance required by
either of them.
2.18.2. Shall the Contractor not attend or neglect or omit to send such agents then the
measurements taken by the Engineer or approved by him shall be taken to be
the correct measurements of the work. Such measurements shall be taken in
accordance with the Mode of Measurements mentioned in the specification.
2.18.3. Any claim which the Contractor may have to make in respect of such
measurement shall be made by him in writing to the Engineer within seven
days of the date of these measurements, failing which the measurements shall
be deemed to have been accepted by the Contractor.
2.18.4. Where mode of measurement is not specified, the measurements will be taken
at site as per I.S. Code of Practice for Measurements. The Contractor shall give
all assistance for taking measurements like steel measuring tapes, scaffolds,
2.18.5. The Contractor shall give not less than three days notice in writing to the
Engineer before covering up or otherwise, placing beyond the reach of
measurement, any work in order that the same may be measured and correct
dimensions thereof be taken and shall not cover up and place beyond the reach
of measurement any work without the consent in writing of the Engineer.
2.18.6. If any work shall be covered up or placed beyond the reach of measurement
without such notice having been given or consent obtained, the same shall be
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uncovered at the Contractor's expense or in default thereof no payment or
allowance shall be made for such work or the materials with which the same
2.19. To remedy Defective work and Defects Liability Period
2.19.1. If the work or any portion thereof shall be damaged in any way excepting by
the acts of the Owner, or if defects not readily detected by proper inspection
shall develop before the final completion and acceptance of the whole work,
the Contractor shall forthwith make good, without compensation, such damage
or defects in a manner satisfactory to the Engineer. In no case shall defective
or imperfect work be retained.
2.19.2. 180 days from the date of Engineer’s Completion Certificate unless otherwise
agreed in writing by Owner shall be deemed as the "Defects Liability Period".
In case any defects in the work due to bad materials and/or bad workmanship
develop in the work before the expiry of this period, the Contractor on
notification by the Owner shall rectify or remedy the defects at his own cost
and he shall make his own arrangements to provide materials, labour,
equipment and any other appliance required in this regard. In case even on due
notification by the Owner, the Contractor fails to rectify or remedy the defects,
the Owner shall have the right to get this done by other agencies and recover
the cost incurred, by deductions from any money due or that may become due
to the Contractor.
2.19.3. The Owner may, in lieu of such amending and making good by the Contractor,
deduct from any money due to the Contractor, a sum to be determined by the
Owner equivalent to the cost of amending such work and in the event of such
amount being insufficient, recover the balance from the Contractor together
with any expense the Owner may have incurred in connection therewith.
2.19.4. The Contractor shall remain liable under the provisions of this clause
notwithstanding the passing by the Owner of any certificate, final or otherwise
or the passing of any accounts.
2.20. Night Work
2.20.1. The Contractor is normally expected to work during daytime only and is
required to complete the work in all respects as stipulated elsewhere. However,
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night work may be stipulated by the Engineer or permitted in exigencies with
prior approval from the Engineer.
2.20.2. Sufficient lights shall be provided by Contractor to safeguard the workmen and
the public and to afford adequate facilities for properly placing and inspecting
the material when the night work is in progress.
2.21. Contractor to remove all offensive matter immediately and Clean-Up
2.21.1. All soil, filth or other matter of an offensive nature taken out of any excavation,
trench, sewer, drain, cesspool or other place shall not be deposited on the
surface, but shall at once be carted away by the Contractor to some tip or place
provided by him away from the site of work and approved by local authorities.
2.21.2. As a part of the work included in this Contract, the Contractor shall completely
remove and satisfactorily dispose of all temporary works to the extent directed.
He shall tear down and dispose off all temporary buildings, shall remove or
grade to the extent directed all embankments or coffer dams made for
construction purposes, shall remove all plant and equipment, shall
satisfactorily dispose of all rubbish resulting from the operations under this
Contract and shall do all work necessary to restore the territory embraced
within the site of his operations to at least as good order and conditions as at
the beginning of the work under this Order.
2.22. Safety Precautions
2.22.1. . The Contractor shall pay particular attention to ensure safety of his staff and
workmen and others in the vicinity and shall be responsible for any loss of life
or injury to person due to negligence or any other causes whatsoever except
natural causes. He shall provide all necessary fencing and lights required to
prevent accidents and shall be bound to bear the expenses of defence of every
suit, action or other proceedings at law that may be brought by any person for
injury sustained owing to neglect of the above precautions and to pay any
damages and costs which may be awarded in any such suit, action or
proceedings to any such person or which may with consent of the Contractor
be paid to compromise any claim of any such person.
2.22.2. As this Rate Contract includes structural work, it may be required to work at
highest point of the plant (approx. 75 meter) along with tools and tackles,
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Contractor shall ensure all necessary safety precautions for the same. Owner
is not responsible for any consequences thereof due any mishap/ accident.
2.22.3. The Contractor shall reinstate all damage of every sort mentioned in this clause
so as to deliver the whole of the Contract work complete and perfect in every
respect and so as to make good or otherwise satisfy all claims for damage to
the property of third parties.
2.22.4. The Contractor shall take all precautions necessary and shall be responsible
for the safety of the work and shall maintain all lights, guards, sign boards,
temporary passages, or other protection necessary for the purpose. All work
shall be done at the Contractor’s risk, and if any loss or damage shall result for
fire or from other cause, the Contractor shall promptly repair or replace such
loss or damage free from all expenses to the Owner. The Contractor shall be
responsible for any loss or damage to material, tools or other articles used or
held for use in connection with the work. The work shall be carried on to
completion without damage to any work or property of the Owner or of others
and without interference with the operation of existing machinery or
2.22.5. The use of explosives in a manner, which might disturb or endanger the
stability, safety, or quality of the works, will not be allowed. Explosives shall
be stored, handled and used as prescribed by the law and regulation of the
Indian Union, the State in which the work is performed and sub-divisions
thereof. Special attention must be given to immediate disposal of paper
wrappings from explosives, which are poisonous to livestock.
2.22.6. All safety rules are to be strictly adhered while execution of any job related to
this order. Contractor shall provide all safety gears required for this work at
site. It is contractor’s responsibility to see the total work will be done with all
safety precaution. In case of any injury and fatality, contractor shall be hold
responsible. The Contractor shall strictly follow all the safety and security
standards of the Owner.
2.22.7. The Contractor shall reinstate all damage of every sort mentioned in this clause
so as to deliver the whole of the Contract work complete and perfect in every
respect and so as to make good or otherwise satisfy all claims for damage to
the property of third parties.
2.22.8. The Contractor shall be responsible for any loss or damage to material, tools
or other articles used or held for use in connection with the work. The work
shall be carried on to completion without damage to any work or property of
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the Owner or of others and without interference with the operation of existing
machinery or equipment.
2.23. Certificate of Completion
The works shall not be considered as completed until the Engineer has certified
in writing that work under the contract has been completed and the Defects
Liability Period shall commence from the date of such certificates.
2.24. REJECTION
If Owner rejects any or all of the non‐conforming product or services, the
company may in addition to all its other rights and remedies law or equity – ( I
) return the shipment in whole or part for credit including transportation charge
; and/ or (ii) accept a conforming parts of the shipment ; and / or (iii) replace any
rejected products with third party products with any additional costs to be
reimbursed by supplier.
The Contractor shall strictly follow security procedure of the Owner and
maintain proper control on movement of his men/materials.
2.26. Damages to Persons and Property
2.26.1. The Contractor shall be responsible for all injury to persons, or things, and for
all damage to the structural and/or decorative part of property which may arise
from the operations or neglect of the Contractor. The Contractor shall
indemnify the Owner and hold him harmless in respect of all and any expenses
arising from any such injury or damage to person or property as aforesaid and
also in respect of injury or damage under any Acts of Government or otherwise
and also in respect of any award of compensation or damages consequent upon
2.26.2. The Contractor shall reinstate at his cost all damages of every sort mentioned
in this clause, so as to deliver the whole of the Contract works complete and
perfect in every respect and so as to make good or otherwise satisfy all claims
for damage to the property of third parties.
2.26.3. The Contractor shall indemnify the Owner against all claims which may be
made against the Owner by any member of the public, or other third party in
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respect of anything which may arise in respect of the works or in consequence
thereof and shall at his own expense arrange to effect and maintain, until the
virtual completion of the Contract with an approved nationalised insurance
company, a Policy of Insurance in the joint names of the Owner and the
Contractor against such risks and deposit such policy or policies with the
Engineer from time to time during the currency of this Contract. The
Contractor shall also indemnify the Owner against all claims which may be
made upon the Owner, whether under the Workmen's Compensation Act or
any other Statute in force during the currency of this Contract or at common
law in respect of any employee of the Contractor or any of his approved Sub-
Contractor and shall at his own expense effect and maintain, until the virtual
completion of the Contract, with an approved nationalised insurance
company, a Policy of Insurance in the joint names of the Owner and the
Contractor against such risks and deposit such Policy or Policies with the
Owner’s Representative from time to time during the currency of this
Contract. The Contractor shall be responsible for anything, which may be
excluded from the Insurance Policies above referred to and also for all other
damage to any property arising out of or incidental to the negligent or defective
carrying out of this Contract.
2.26.4. The Contractor shall also indemnify the Owner in respect of any costs, charges
or expenses arising out of any claim or proceedings and also in respect of any
award of compensation of damage arising there from.
2.26.5. The Owner shall be at liberty and is hereby empowered to deduct the amount
of any damages, compensation costs, charges and expenses arising or accruing
from or in respect of any such claim or damage from any sum due or to become
due to the Contractor.
2.26.6. The Owner shall not be responsible or be held liable for any damage to person
or property consequent upon use, misuse or failure of any construction tools
and equipment used by the Contractor or any of his Sub-Contractors even
though such construction tools and equipment be furnished, rented or loaned
to the Contractor or his Sub-Contractors by the Owner. The acceptance and/or
use of any construction tools and equipment by the Contractor or his Sub-
Contractors shall be construed to mean that the Contractor accepts all
responsibility for and agrees to indemnify and save harmless, the Owner and/or
the Owner’s representative from any and all claims for said damages resulting
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from said use, misuse or failure of such construction tools and equipment for
which the Owner may be liable.
2.27. Compliance with Laws, and Other Obligations
2.27.1. The Contractor shall observe all provisions of labour laws/ Acts & rules made
there under enacted either by Central Govt. and/or State Govt. or as applicable
to these works and safety rules and regulations of the project and enforce the
same. He shall also be responsible for the good conduct of his employees.
2.27.2. The Contractor shall register himself with the Central sales tax/ Excise
authority in the State where the work is being executed. He shall be responsible
to discharge all his statutory obligations in this respect as provided under the
relevant Sales Tax Act.
2.27.3. The Contractor shall ensure that the available concessions/ exemptions either
as per the local or Central Sales tax Act shall be availed by him and further the
benefit of this shall be passed on to the Owner so as to minimize the work cost.
2.27.4. As and when as any accident happens to any of Contractor’s employees,
the Contractor shall take immediate care and attend to such emergency.
With respect to submission of such details regarding the accident, for
Insurance compliance to the insurance company, the Contractor shall maintain
the particulars with appropriate details and shall submit the same within the
time frame required. It shall be the responsibility of the Contractor to furnish
all details in this regard to the Owner in writing. Failure to comply with
requirement may entitle the Owner to withhold any dues or suspend the work
that is being carried out by the Contractor and recover the damages / costs
arisen from such non-compliance by the Contractor.
2.27.5. Contractor shall indemnify and keep indemnified the Owner at all times
against any law suits, actions, demands, loss, costs and expenses that may
accrue/devolve upon the Owner on account of Contractor’s non compliance of
all applicable laws by the Contractor
2.27.6. Any revision / change in the Govt. statutory laws becomes applicable during
the execution of the work or this contract shall be Contractor’s responsibility
and Owner shall not entertain any claims towards any financial implications.
2.27.7. As this Rate Contract includes structural work, it may be required to work at
highest point of the plant (approx. 75 meter) along with tools and tackles,
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Contractor shall ensure all necessary safety precautions for the same. Owner
is not responsible for any consequences thereof due any mishap/ accident.
2.28. The Contractor shall comply with the applicable laws including but not limited
to the PF Act, ESI Act, Labour laws for the term of the Contract as stated
hereunder. A self-declaration/undertaking showing compliance of these shall be
submitted by the Contractor to the Company Representative. The Contractor
will indemnify the Company at all times for the damages caused or losses
incurred by the company due to non-compliance with the existing laws and
regulations by the Contractor.
2.28.1. Provident Fund Act:
No dues of Payment of PF Contribution from the Employer & Employees in
respect of Contractor working at sites/warehouses etc. along with monthly
Returns and remittance particulars of Challans and Statement of workmen.
2.28.2. ESI Act:
No dues of Payment of ESI Contribution from the Employer & Employees in
respect of Contractor working in sites/warehouses etc along with their Half-
yearly Returns and remittance particulars of Challans and Statement of
2.28.3. As per the Labour enactments:
No Dues from the Employees who have resigned/terminated, engaged by the
contractors regarding payment of Wages, service compensation, Bonus,
Gratuity, Unavailed Leave salary, Notice pay etc.
Submission of the above documents shall not relieve the Contractor of any
liability to comply with the Applicable Laws and Contractor shall at all times
indemnify the Owner completely and shall be fully responsible in such case.
2.29. Inspection and Quality Control
Contractor shall perform all inspection, expediting and quality surveillance as
are required for performance of his obligations in this Order. Contractor shall
perform detailed inspection of all work in progress at intervals appropriate to the
stage of manufacture or production, construction or fabrication as is necessary
to ensure that such work is proceeding in accordance with this Order. Any
deficiencies revealed through such inspections and of measures proposed by
Contractor to remedy such deficiencies. Owner or Representative shall have the
option, at Owner's expense, of being present at all such inspections;
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2.29.1. The Contractor will carry out the Inspections and/or quality checks and will
give reasonable time period notice to the Owner to remain present and witness
the Test/inspection.
3. Subcontracts
The Contractor may subcontract with the approval of the Engineer but may not
assign the Contract. Subcontracting does not alter the Contractor's obligations.
3.1. The whole of the works included in the Order shall be executed by the
Contractor and the Contractor shall not directly or indirectly transfer, assign or
sublet the Contract or any part, share or interest therein nor shall he take a new
partner without the written consent of the Owner, and no subletting shall relieve
the Contractor from the full and entire responsibility of the Contract or from
active superintendence of the works during their progress.
4. Billing And Payment
4.1. Contract Price
As full consideration to Contractor for the full and complete performance of the
services and supplies for the complete scope of work as defined in Section –
The total invoice value raised by the contractor shall not exceed the price as
quoted by the Bidder or agreed between the owner and contractor, whichever is
4.2. Interim, Final Payment
4.2.1. The Contractor shall maintain an independent estimate & billing section.
Contractor shall be responsible for working out the detailed quantities for
various items of work, from the progressive drawings, released for
construction, within one fifteen days from the date of receipt of drawings.
Detailed bill of quantities along with the abstract shall be submitted to the
Engineer for his approval. Engineer shall approve the same within seven days.
Increase or decrease in these approved quantities due to revision in drawings
or due to Engineer’s instructions shall be incorporated by the Contractor and
submitted to the Engineer for revised approval within seven days from the
receipt of revised drawings/instructions.
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4.2.2. Bills are to be submitted in the format approved by the Engineer. Interim /
Final bills shall be submitted on the basis of work completed against these
approved quantities. Payment will be released by the Owner on verification of
work completed against these approved quantities. No other method for billing
shall be accepted by the Owner.
4.2.3. Running Account (R.A) bill shall be in computerised format. The RA bill can
be raised only one in month and Value of each bill shall be minimum Rs
Lakhs. The bills shall be error free and accompany all the relevant documents
like completion report, receipted delivery receipts, acceptance of makes by
owner etc. The bill shall be submitted in soft copy also. The payment of the
bill amount after recoveries shall be released within 30 working days from the
date of receipt of undisputed bill duly certified invoices by the Engineer. No
interest shall be paid on delayed payments. GST amount shall be paid after
successful filing of GST of particular invoice by the Contractor and on
submission of paid GST proof.
4.2.4. Retention Money
10% of the Contract price shall be retained as Retention money. The
Retention money shall be recovered at the rate of 10% on each RA bill. The
Retention money shall be released after one year from successful completion
of work by the Bidder and final taking over of work by the Owner.
The Retention Money shall be on basic amount without including GST.
4.2.5. Amount of GST and applicable cess will be kept under retention till
submission of documentary proof of payment of GST or till reflection of
payment of GST pertain to respective bill amount in GST return after due
4.2.6. GST applicable towards forfeiting of EMD, Security Deposit and charging of
penalty including liquidated damages in accordance with the T&C of the
contract shall be in the scope of contractor / supplier.
4.2.7. No additional payment in addition to the price/Fees as above shall be paid for
any visit to GSEG Corporate Office, Site, Police station, offices of Statutory
4.2.8. Any interim payments shall be regarded as payments by way of advance
against the final payment only and not as payments for work actually done and
completed. Any interim payment shall not preclude the right of the Owner
from getting bad, unsound, imperfect or unskilled work to be removed and
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reconstructed by the Contractor. Any interim payment shall not be considered
as an admission of the due performance of the Contract or any part thereof in
any respect or the accruing of any claim. Any such interim payment shall not
conclude, determine or affect in any way the powers of the Owner under these
Order or any of them as to the final settlement and adjustment of the payment
4.2.9. The final bill shall be submitted by the Contractor on completion of the entire
work along with the certificate of completion furnished by the Engineer;
otherwise the Engineer certificate of the measurement and the total amount
otherwise the Engineer certificate of the measurement and the total amount
payable for the work accordingly shall be final and binding on all parties.
4.2.10. The Contractor shall submit all bills in printed forms and the charges in the
bills shall always be entered at the rates specified in the tender/bid submitted
and contract/work order issued thereafter or in the case of any extra work
ordered in pursuance of these conditions and not mentioned or provided for in
the tender/bid/contract/work order at the rates subsequently accepted by the
Owner for such work. This acceptance of rates shall be obtained by the
Contractor from the Owner’s competent authority in writing before taking up
4.2.11. In case work is nearly suspended, or in case only unimportant progress is being
made, or in case it is apparent that the Contractor is about to forfeit his
Contract or that the money yet due to him will not complete his Contract, the
Owner may, at his discretion, withhold any payment which may be due to the
4.2.12. The Contractor shall not demand, nor be entitled to receive payment for the
work any portion thereof except, in the manner set forth in this Order and only
after the Engineer shall have given a certificate for such payment. For final
payment, when the work covered by this Order has been completed, the
Contractor shall prepare a final abstract showing the total amount of work
Contractor shall prepare a final abstract showing the total amount of work
done and its value under and according to the terms of this Order. The
Contractor shall attach copies of the Engineer’s completion certificates with
his final abstract. Also, contractor shall attach No Claim Certificate in the
format and manner as approved by the Owner. From the total value thus
arrived, all previous payments will be deducted and all deductions made in
accordance with the provisions of this Contract and the remainder shall be
paid by the Owner to the Contractor within three months of the date of
submission of the Contractor's final bill except in case of disputed items.
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4.3. The foregoing Contract Price/ Bidded Price shall be firm and fixed throughout
the term of this Order. The Bidder price shall be firm for delivery to the Owner’s
site basis, including but not limited to loading, transportation, transit insurance,
unloading etc. There shall not be any increase in price due to change in any
applicable taxes and duties.
4.4. Demurrage / Warefageetc, if any, will be to the Bidder account, if documents
cannot be retired by the Owner due to non-submission of correct / complete
documents by the Bidder.
4.4.1. Bills are to be submitted in the format approved by the Engineer. Interim /
Final bills shall be submitted on the basis of work completed against these
approved quantities. Payment will be released by the Owner on verification of
work completed against these approved quantities. No other method for billing
shall be accepted by the Owner.
4.4.2. The payment of the bill amount after recoveries shall be released within
working days from the date of receipt of material/ services and undisputed bill
duly certified invoices by the Engineer. No interest shall be paid on delayed
4.4.3. Any interim payments shall be regarded as payments by way of advance
against the final payment only and not as payments for work actually done and
4.4.4. All the payments will be released after issuance of certificate from Owner’s
representative/O&M Engineer/ PMC/ Architect for the Work actually
executed. Payment of all the Running Account Bills and Final Bill shall be
made based on actual measurement of the work executed.
4.4.5. Final Bill must be submitted along with the “No Claim Certificate” and
“Virtual Completion Certificate” in the prescribed format of the Owner.
5. Completion Dates And Late Completion Liquidated Damages
5.1. Scheduled Completion Dates
Work covered under this tender shall be Item Rate Contract. The period of
completion, including supply, testing, installing, including statuary inspection
and handing over, shall be 120 days from the mobilization notice issued by
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GSEG which shall exclude the non-working periods during monsoon but
includes festivals, and the period of commencement.
5.2. Completion Date Liquidated Damages
If the work is not completed as per the final completion date for the reasons
attributed to Contractor as given in the this tender, Contractor shall pay to
Owner, as liquidated damages and not as a penalty, an amount equivalent to One
half of One percent (1/2%) of Contract Price for every week or part thereof. (the
"Late Completion Liquidated Damages") with 10% of the Contract Price as
ceiling of Liquidated Damages. The Owner shall have right to Terminate the
Contract on achieving the ceiling of Late Completion Liquidated Damages. The
Owner shall have right to deduct Liquidated Damages from subsequent RA Bills
on weekly accrual basis.
5.3. Owner and Contractor hereby acknowledge and agree that the terms, conditions
and amounts fixed pursuant to clause 5.2 hereof for Late Completion Liquidated
Damages are reasonable. The amounts of these liquidated damages are agreed
upon and fixed hereunder by the Parties because of the difficulty of ascertaining
on the date hereof the exact amount of such reduction in value or costs that will
be actually incurred by Owner in such event, and the Parties hereby agree that
the Liquidated Damages amounts specified herein shall be applicable regardless
of the amount of such reduction in value or costs actually incurred by Owner.
5.4.1. Corporate Taxes:
The Contract Price includes all Taxes and duties such as Sales Tax, Work
Contract Tax, Customs and Excise Duty, GST, VAT, Statutory duties & levies,
etc for the entire Contract Period. Any additions, variations or introduction of
new statutory imposition shall be to the account of the Contractor.
Contractor shall bear all income, GST, corporate, property, VAT, work
contract taxes and all other taxes, duties, levies, surcharges, imposts and
similar taxes and duties duly levied or imposed or to be levied on imposed on
Contractor on account of Services rendered by the Contractor under this
Contract or the payments received or to be received by Contractor from
Company for the Services.
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In accordance with the provisions of the Income Tax Act, 1961 and its
subsequent amendments, Company shall withhold from the payments to
Contractor such amounts as determined by the prevailing taxation laws in
respect of Contractor’s Services. Company shall deposit these tax
withholdings at source with the Indian revenue authorities and provide
Contractor all appropriate tax receipts and forms evidencing the deposit of
these tax withholdings. Contractor shall be responsible for filing returns of
income to Indian revenue authorities for payments made by the Company
pursuant to this Contract in accordance with the prevailing taxation laws.
5.4.2. Personnel Taxes:
All employment taxes and contributions imposed by any law, regulations or
by trade unions with respect to or measured by the compensation, wages,
salaries or other compensation paid to employees of the Contractor, including
without limitation, taxes and contribution or unemployment compensation
insurance, medical and health insurance, welfare funds, pensions and annuities
and disability insurance. In the event that Contractor fails to do so and
Company is liable to any interest or any penalty arising out of such personnel
taxes, Company shall have the right to recover all such amounts from
The Bidder/ Contractor has to submit authorized dealership certificate /
document to the satisfaction of the Owner.
Contractor warrants with respect to the Supplies, Services and work(s) that (i) all
equipment and materials will be new and free from defective workmanship and
materials and (ii) the design and engineering of the Facilities shall be free from
deficiencies and (iii) that the whole and each and every part of the Supplies and
Services will be fit for the purpose specified in this Order. If Owner notifies
Contractor in writing with details of any defects with respect to (i) above or
deficiencies with respect to (ii) or (iii) above in any component discovered during
the applicable Warranty Period therefore, Contractor shall forthwith, at such times
as Owner may instruct or approve in consultation and co-ordination with the
Contractor, (a) re-perform any of the supplies/Services/works hereunder at
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Contractor's expense to correct any errors, omissions, defects or deficiencies, (b)
in the case of any defective Supplies, equipment or materials, repair or replace the
same at Contractor's expense, and provide temporary replacements to the
defective equipment or materials and (c) at Contractor’s expense, repair any
physical damage to the site caused by errors, omissions, defects or deficiencies or
defective equipment or materials. Owner's notice of any such defect or deficiency
shall be delivered to Contractor promptly following Engineer's discovery thereof.
6.1. If the Contractor fails to commence the work necessary to remedy such defect
or any damage caused by such defect within a reasonable time (which shall in
no event be considered to be less than fifteen (15) days), the Owner may,
following notice to the Contractor, proceed to do such work, and the reasonable
costs incurred by the Owner in connection therewith shall be paid to the Owner
by the Contractor or may be deducted by the Owner from any monies due to the
6.2. SERVICES WARRANTY – Supplier warrants to the company and, as
applicable, the company’s customer that services will be performed in a diligent,
workmanlike and professional manner in compliance with relevant industry
standards and in accordance with all specifications, drawing and documentation
related to such services. The services shall be provided by supplier in accordance
with the Order.
6.3. Warranty Period
6.3.1. 12 Months from the date of Engineer’s Completion Certificate unless
otherwise agreed in writing by Owner shall be deemed as the "Defects
Liability Period".
6.3.2. In case any defects in the work due to bad materials and/or bad
workmanship develop in the work before the expiry of this period, the
Contractor on notification by the Owner shall rectify or remedy the defects
at his own cost and he shall make his own arrangements to provide
materials, labour, equipment and any other appliance required in this
7. Indemnification
7.1. Indemnification
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Contractor shall fully indemnify, save harmless and defend Owner from and
against any and all losses, costs, damages, injuries, liabilities, claims and causes
of action, including without limitation reasonable attorney's fees (collectively,
the "Damages"), arising out of or resulting from claims by third parties
(including, without limitation, Owner's shareholders, the Independent Engineer,
the Financing Parties, each of their subsidiaries, and the directors, officers,
agents and employees of each of them) arising out of or related to acts and
omissions of any of the Contractor’s affiliates, Subcontractors or suppliers or
any of their respective officers, directors, employees, servants or agents in the
performance of Contractor's obligations under the Contract, without limitation
whether or not resulting from any defect in or condition of the site or of any
equipment thereon or any materials furnished by Owner, including any such
losses arising from injury to or death of third parties or damage to or loss of
property of third parties. Contractor shall be responsible for any claim arising in
respect of or in consequence of any accident or injury to any of person.
7.2. Specific Indemnification
Contractor shall fully indemnify, save harmless and defend the Owner from and
against any and all Damages in favour of any third parties (including, without
limitation, Owner's shareholders, the Independent Engineer, the Financing
Parties, each of their subsidiaries, and the directors, officers, agents and
employees of each of them, with respect to (a) failure of Contractor or any of its
Subcontractors to comply with Applicable laws, (b) failure of Contractor for
which Contractor is responsible to make payments of taxes relating to
Contractor's income or other taxes required to be paid by Contractor pursuant to
this Order without reimbursement or compensation hereunder or (c) any
hazardous or toxic materials Contractor or any of its Subcontractors has at any
time brought on and caused the release thereof from the site.
7.3. Patent and Copyright Indemnification
Contractor shall fully indemnify, save harmless and defend the Owner from and
against any and all Damages the Owner may hereafter suffer or pay by reason
of any claims or suits (including, without limitation, any claims or suits brought
against the Owner by the Owner's shareholders, the independent engineer, the
financing parties, each of their subsidiaries, and the directors, officers, agents
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and employees of each of them) arising out of claims of infringement of any
patent rights, copyrights or other intellectual property, proprietary or
confidentiality rights with respect to materials and information designed or used
by Contractor, in obligations for supplies or for performing the services
hereunder or in any way incorporated in or related to the work other than any
such materials and information provided by, or any alteration, modification
carried out by the Owner, the Owner's shareholders, the independent engineer,
the financing parties, each of their subsidiaries, and the directors, officers, agents
and employees of each of them. If, in any such suit or claim, a temporary
restraining order or preliminary injunction is granted, Contractor shall make
every reasonable effort to secure the suspension of the injunction or restraining
order. If, in any such suit or claim, the work, or any part, combination or process
thereof, is finally held to constitute an infringement and its use is permanently
enjoined, Contractor shall promptly make every reasonable effort to secure for
Owner a license, at no cost to Owner, authorizing continued use of the infringing
work. If Contractor is unable to secure such license within a reasonable time,
Contractor shall, at its own expense and without impairing performance
requirements, either replace the affected work, or part, combination or parts or
modify the same so that they become non-infringing.
7.4. Notice and Legal Defense
Promptly after receipt by a Party of any claim or notice of the commencement
of any action, administrative or legal proceeding, or investigation as to which
the indemnities provided for in this Section, such Party shall notify the other
Party in writing of such fact; provided that the failure of a Party to give any such
notice promptly shall not excuse the indemnifying Party from its
indemnification obligations hereunder except to the extent any such failure
actually prejudices the indemnifying Party in the defence of such matters. The
indemnifying Party shall assume on behalf of the indemnified Party and conduct
with due diligence and in good faith the defence thereof with counsel reasonably
satisfactory to the indemnified Party; provided that the indemnified Party shall
have the right to be represented therein by advisory counsel of its own selection
and at its own expense and provided, further, that if the defendants in any such
action include both the indemnifying Party and the indemnified Party and the
indemnified Party shall have reasonably concluded that there may be legal
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defences available to it which are different from or additional to, or inconsistent
with, those available to the indemnifying Party, the indemnified Party shall have
the right to select separate counsel to participate in the defence of such action
on its own behalf at the indemnified Party's expense. The indemnified Party
shall, at the request of the indemnifying Party, provide all reasonably available
assistance in the defence or settlement of any such claim, action, proceeding or
investigation, and all reasonable costs and expenses incurred by indemnified
Party in connection with the defence or settlement of any such claim, action,
proceeding or investigation shall be reimbursed by the indemnifying Party
promptly upon demand therefor. The indemnified Party shall not settle or
compromise any claim, action proceeding without the prior written consent of
the indemnifying Party.
7.5. Failure to Defend Action
If any claim, action, proceeding or investigation arises as to which the indemnity
provided for in this Section hereof may apply, and the indemnifying Party fails
to assume the defence of such claim, action, proceeding or investigation, then
the indemnified Party shall at the indemnifying Party's expense contest (or, with
the prior written consent of the indemnifying Party, settle) such claim.
7.6. Survival, Expiration of Indemnity
The provisions of this clause 9 shall survive final completion of work and the
termination of this Order; provided that neither Party shall have any obligation
to indemnify, save harmless and defend against any claim or suit covered by this
clause 9 arising 6 months after the expiration of the warranty period unless
caused by any competent government agency in India or by a judicial body in
India, having jurisdiction over the matter.
7.7. The Contractor shall be fully responsible for the due compliance by his sub-
contractors with all statutory requirements and with all applicable labour laws
including Contract Labour Abolition and Regulation Act, Workmen’s
Compensation Act, P.F./E.S.I., Labour welfare fund, Act as may be applicable
to the Contractor, the sub-contractors and their employees. The Contractor shall
fully indemnify and save harmless the Owners from and against all claims,
demands, expenses, losses, liabilities, charges, actions, suits and proceedings
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whatsoever including claims under the Workmen's Compensation Act which
may be brought or made against the Owner, its Officers or servants by reason or
in consequence of any matter or thing done or omitted to be done by the
Contractor and/ or the sub-contractors and all costs, charges and expenses which
may become payable by the Owner in respect thereof.
8.1. The Bidder/ Contractor shall arrange all necessary insurance policies for
labours, materials and equipment.
8.2. Compliance to Statutory Rules and Laws
The Bidder shall comply all applicable statutory rules and laws.
8.3. Work Permit
Before execution of work, the Bidder shall obtain work permit from safety
department and operation department.
8.4. Insurance of Facilities
Contractor shall, in the joint names of Owner and Contractor, insure the material
and work till final handing over the completed works to the Owner. Such
insurance shall be maintained in effect during the performance of the Order,
from the start date and thereafter shall operate from the time the relevant
property leaves the premises of the manufacturers in the country of origin, and
shall continue during the ordinary course of transit and during storage on or off
the site, if any, until the date on which Owner takes care, custody and control of
full or part of the work.
8.5. Contractor's or Rented Equipment
All Contractor's equipment shall be brought to and kept at the site at the sole
cost, risk and expense of Contractor, and Owner shall not be liable for loss or
damage thereto.
8.6. Statutory Insurance Benefits
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Contractor shall maintain with respect to the obligations for
supplies/services/works to be performed hereunder, in each applicable
jurisdiction, all statutory insurance benefits required by law.
8.7. Automobile Liability Insurance
Contractor shall maintain automobile liability insurance covering all owned,
non-owned and hired automobiles used by Contractor or its Subcontractors in
connection with the supplies/services/works. Such insurance shall have the
limits and shall otherwise contain all provisions required by Indian law. Such
insurance shall be including the passengers.
8.8. Insurance against Accident etc. to Workmen
Contractor shall insure and shall maintain insurance as required by Indian law
for all actions, suits, claims, demands, costs, charges and expenses arising in
connection with the death of or injury to any person employed by Contractor or
its Subcontractors for the purpose of obligations for Supplies or for the
performance of the Services.
8.9. General Insurance Requirements
The identity of the insurers and the form of the policies shall be subject to the
approval of the Owner.
8.10. All insurers’s right of subrogation against such co-insured’s for losses or claims
arising out of the performance of the Order shall be waived under such policies.
8.11. Notwithstanding the insurance requirements mentioned above, it would be the
Contractor's responsibility to take adequate insurance cover as may be pertinent
to protect his interest and interest of the Owner. If at any point of time during
execution of the Contract the insurance policies are found to be inadequate, the
Contractor shall take fresh insurance policies meeting aforesaid requirements.
The Owner reserves the right to make suitable recovery from the Contractor, if
8.12. Any loss or damage to the Supplies including spares, plant and equipment during
handling, transportation, storage, installation, commissioning, and all activities
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to be performed till the final handing Owner to the Owner shall be to the account
of the Contractor. The Contractor shall be responsible for preference of all
claims and make good the damages or loss by way of repairs and/or replacement
of plant and equipment damaged or lost. Notwithstanding the extent of
insurances cover and the amount of claim available from the underwriter, the
contractor shall be liable to make good the full replacement/rectification of all
the equipment / materials and to ensure their availability as per the requirement
without additional financial liability to the Owner.
8.13. The insurance should be in freely convertible currency and insurance policy to
be taken should be on replacement value basis and/or incorporating appropriate
insurance clause.
8.14. The Contractor shall follow local acts and laws as may be prevalent for
8.15. Remedy on Failure to Insurer
If Contractor shall fail to effect and keep in force the insurance for which it is
responsible under this clause 10, Owner may effect and keep in force any such
insurance and pay such premium as may be necessary from time to time and
deduct the amount so paid by Owner from any amounts due or which may
become due, under this Order.
8.16. Subcontractor Insurance
Unless Contractor's insurance covers its Subcontractors, Contractor shall require
all such Subcontractors providing equipment, materials or services directly to
Contractor or the supply/services/work to obtain, maintain and keep in force
during the time in which they are involved in the performance of Contractor's
insurance obligations hereunder.
8.17. Care of Works and Passing of Risk
The Contractor shall take full risk and responsibility for the care of the Scope of
supply/service/works from the commencement date until the final take over by
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8.18. For its risks and liabilities assumed hereunder, the Contractor shall, at it’s own
expense procure and maintain as a minimum, the insurances set out in this
Clause and ensure that they are in full force and effect throughout the currency
of the Contract. All such insurances (including insurances provided by
Subcontractors) other than Employers Liability Insurance/Workmen's
Compensation to the extent of the liabilities assumed by the Contractor under
the Contract, include the Owner (defined as “GSEG”), their respective officers,
directors employees, agents and other persons with whom COMPANY may be
associated, and their JV Partners and), Co-Venturers (Joint Venture partners of
GSEG) , its and their respective affiliates and the Government of India as
additional insured and, shall be endorsed to provide that underwriters waive any
rights of subrogation against the Owner, Co-Venturers, its and their respective
affiliates and the Government of India in relation to the Contract.
8.19. The provisions of this Clause shall in no way limit the liability of the Contractor
under the Contract. All such insurances shall be placed with reputable and
substantial insurers acceptable to the Owner.
8.20. Contractors Insurances shall be primary to, and receive no contribution from
Owner insurances. If the Contractors neglects, fails, or refuses to obtain or
maintain insurances required to be effected, or fails to provide certification etc.,
the Owner has the right to procure and maintain policies at Contractor’s expense.
8.21. The Contractor shall be responsible for and shall save, indemnify, defend and
hold harmless GSEG, Joint Venture partners of GSEG, their respective officers,
directors employees, agents and other persons with whom Owner may be
associated from and against all claims, losses, damages, costs (including legal
costs) expenses and liabilities in respect of:
8.21.1. Loss of or damage to property of the Contractor whether owned, hired, leased
or otherwise provided by the Contractor arising from or relating to the
performance of the Contract,
8.21.2. Personal injury including death or disease to any person employed by the
Contractor arising from or relating to the performance of the Contract.
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8.22. Prior to commencement of services hereunder or within 7 days of issue of LOA,
Contractor shall deliver to Owner certificate(s) (i) evidencing the issuance of
insurance containing the coverage required herein and (ii) providing that
insurance shall not be cancelled or materially change without thirty (30) days
prior written notice to the Owner. Commencement or performance of services
without delivering the certificates of insurance shall not constitute a waiver of
contractor’s obligation to provide the required coverage.
8.23. All consequences of occupational accidents or illness Employer’s Liability
Insurance, in such amounts as may be required by the laws of India or any other
country or political subdivision thereof applicable to any employee engaged in
performance of the work; as per regulations, extended to cover benefits provided
under maritime law, if applicable. Contractor has the obligation to comply with
Indian Social Security laws and regulations.
8.24. Commercial or comprehensive General Liability Insurance, including coverage
for contractual Liability to cover liability under this Order, in the amount of
Rs.10 Lakhs combined single limit each occurrence with an aggregate limit of
Rs. 10 Lakhs for bodily injury and property damage. The coverage should
provide insurance for any incident or series of incidents covering the operations
of the Contractor in the performance of the Contract. If Contractor’s Liability
Insurance is written on a “claims made” form it must provide for (i) a retroactive
date prior to, or coincident with, the commencement of service under this
contract and (ii) a minimum extended claims reporting period of one (1) year.
This policy shall include Company and its directors, officers, employees and
agents as additional insured.
8.25. As this Rate Contract includes structural work, it may be required to work at
highest point of the plant (approx. 75 meter) along with tools and tackeles,
Contractor shall procure all necessary insurance for the same. Owner is not
responsible for any consequences thereof due to mishap/ accident.
8.26. Personal Accident and Medical Insurance for each of Contractor’s Personnel
valid for the area(s) in which Work is to be performed and for any travel for any
period(s) during which Work is being performed. This insurance should include
cover for all hospital and medical costs, and all costs for repatriation.
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8.27. Unless otherwise specified elsewhere in the contract, Contractor shall carry or
cause to be carried insurance covering all Contractor’s Equipment against loss
or damage at all times. However, Contractor reserves the right to self-insure its
8.28. The Contractor shall save, indemnify, defend and hold harmless the Owner from
and against any claim of whatever nature arising from property and equipment
of the Contractor.
8.29. Contractor hereby waives its right of subrogation against the additional insured
and shall cause its insurers to waive their rights of subrogation against the
additional insured.
8.30. With respect to insurance coverage maintained hereunder by contractor and
insurance coverage separately obtained by the additional insured, all insurance
coverage afforded by policies of insurance maintained by contractor shall be
primary insurance as such coverage apply to the additional insured to the extent
of liabilities assumed under this contract, and such insurance coverage
separately maintained by the additional insured shall be excess insurance.
8.31. Where use of subcontractors has been approved by the Engineer, Contractor
shall require all such subcontractors to obtain, maintain, and keep in force during
the time in which they are engaged, adequate insurance coverage and furnish
Company acceptable evidence of such insurance upon request. Any deficiencies
in such coverage shall be the sole responsibility of the Contractor.
8.32. No form of contractor liability self insurance, including but not limited to
insuring with a parent, subsidiary, or affiliate organization, is acceptable or
allowable under the terms of this contract, unless agreed to by Company prior
to commencement of services hereunder.
8.33. Contractor assumes full responsibility for the insurance or self insurance over
his personnel, assets, machinery and equipment, including third party to be used
in the performance of this Order. Therefore, except as otherwise provided
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herein, any damage or injury suffered due to a total or partial loss to such assets,
machinery and equipment will be at Contractor’s expense. Contractor must
insure for full replacement value of any and all equipment used in performing
8.34. All exclusions and indemnities given under this Section shall apply irrespective
of cause and notwithstanding the negligence, breach of duty (whether statutory
or otherwise) or other failure of any nature of the indemnified party or any other
entity or party and shall apply irrespective of any claim in tort, under contract or
otherwise at law.
8.35. Fire Insurance
8.35.1. Unless otherwise instructed by the Owner, the Contractor shall on acceptance
of the Order, insure the works and keep them insured until the completion of
the supply/services/works under this Order against loss or damage by fire with
a insurance company to be approved by the Owner, in the joint names of the
Owner and the Contractor for such amount. The Contractor shall deposit the
policy and receipts for the premiums with the Owner within twenty-one days
from the date of LOA unless otherwise instructed by the Owner. In default of
the Contractor not insuring as provided above, the Owner on his behalf may
so insure and may deduct the premiums paid from any money due, or which
may become due to the Contractor. The Contractor shall, as soon as the claim
under the policy is settled, or the work reinstated by the Insurance Office
should they elect to do so, proceed with all due diligence with the completion
of the works in the same manner as though the fire had not occurred and in all
respects under the same conditions of the Order. The Contractor, in case of
rebuilding or reinstatement after fire, shall be entitled to such extension of time
for completion, as the Owner may deem fit.
8.35.2. Notwithstanding the above, the Contractor shall provide adequate portable fire
extinguishers in his work area and take all adequate precautions against fire
hazard and train regularly his supervisors/workmen in fire fighting techniques.
Owner may terminate any part of the supplies/services/works or all remaining
supplies/services/works hereunder at any time upon at least 15 days' prior written
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notice to Contractor specifying the part of the supplies/services/works to be
terminated and the effective date of termination. Upon receipt of such notice,
Contractor shall promptly initiate steps to stop performance of the terminated
supplies/services/works (except those obligations necessary for the care or
preservation) and shall order and commence demobilisation with regard to the
terminated supplies/services/works. In the event of a partial termination,
Contractor shall continue to execute that part of the services not terminated.
10.1. Suspension by Contractor
10.1.1. If, in the opinion of the Engineer, the Contractor has
prevented/suspended/slowed down the work or Contractor has neglect or fail
to perform as per the Order, the Engineer can give ‘notice in writing’ to the
Contractor requiring that the work to be proceeded within a reasonable
manner. If within seven days after such notice, Contractor fail to proceed with
the works as therein prescribed, the Owner may either terminate the Order or
proceed for as follows:
10.1.2. After giving 7 days notice of non-performance to the Contractor, Owner shall
be at liberty to remove items or part of the scope of the works of this contract
and get the same executed by third party at the Contractor’s risk and cost. The
Owner shall have the right to recover the cost difference between the actual
amount spent by the Owner in getting these works executed by third party and
the amount that would have been payable to the Contractor at the quoted rates
of this contract.
10.2. Suspension by the Owner
10.2.1. Owner may elect to suspend completion of all or any part of the
supplies/services/work hereunder upon at least fifteen days prior written notice
to Contractor indicating:
10.2.1.1. The portion of the supplies/services/works the completion of which Owner
has elected to defer;
10.2.1.2. Owner's estimate of the duration of such suspension; and
10.2.1.3. The effective date of such suspension of the supplies/services/works.
Upon receipt of and consistent with the effective date of such notice, Contractor
shall stop obligations or supplies/services/works (except those obligations
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necessary for the care or preservation of supply/work) which Owner has elected
to defer and shall continue to complete obligations for balance
supplies/services/works. If by virtue of the such suspension, other than the
result of Contractor’s default or breach of the Contract, the Contractor’s
performance of any of obligations for supplies/services/works is suspended for
a period of more than 15 (fifteen) days, then at any time thereafter and provided
that at that time such performance is still suspended, the Contractor may give a
notice to the Owner that the Owner shall, within seven days of receipt of the
notice, order resumption of such performance or request and subsequently order
a variation in the Order hereof. Owner shall then issue a variation Order for the
reasonable increase in cost on account of the suspension. Contractor shall keep
the care, custody and control of the site or part thereof during any suspension
under this Section. At the end of an aggregate period of 60 days, the Contractor
shall be entitled to terminate the Order and Owner shall pay to Contractor such
amounts for the completed supply/services/works.
10.2.2. The Owner shall not be required to issue any such variation order and no
adjustment to the scheduled completion dates, the Contract Price, the terms of
payment or the performance guarantees shall be made if such suspension was
due solely to Contractor's negligence, wilful misconduct or material non-
compliance with the terms of this Order, as applicable.
Both Party agrees to hold and preserve in confidence for a period commencing
with the date hereof and ending five years from the date of final completion of
supply/services/work except as may be necessary to obligations for supplies or
for perform the services hereunder, any information supplied to it by the other
Party and designated in writing as confidential or which by its nature can be
inferred to be confidential. The provisions of this clause shall not apply to
information within either of the following categories: (1) information that was in
the public domain prior to a Party's receipt thereof or which subsequently becomes
part of the public domain by publication or otherwise except by the receiving
Party's wrongful act or (2) information that the receiving Party can show was in
the receiving Party's possession prior to its receipt thereof through no breach of
any confidentiality obligation. Neither Party shall publish the terms and
conditions of this Order or project technical information, unless the other Party
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provides its express prior written consent thereto however either Party shall be
permitted to disclose such information as such Party is required to disclose
pursuant to Applicable law. No person shall be permitted access to the site, except
as provided in this Order or as otherwise agreed by the Parties.
12. Site Condition Confirmation
12.1. Contractor acknowledge that prior to the execution of this Order, Contractor (a)
has made a careful examination of the site, including immediately surrounding
areas and (b) has made a careful examination to assess the difficulties incident
to the obligations for supplies/services/works hereunder, including without
limitation (i) the location of the site, (ii) the existing condition of the site and the
immediately surrounding area, (iii) the conditions of the roads, waterways and
railroads in the vicinity of the Facilities Site, including the conditions affecting
transportation, access, disposal, handling and storage of materials, (iv) the
labour conditions in the region of the site, (v) the local weather conditions, and
(vi) all other matters that might affect Contractor's performance and Contractor
will not request a variation or make any claim as a result of any of the above
conditions of which it has knowledge as of the date of this Order.
12.2. The Contractor shall inspect, examine and obtain all information and satisfy
himself regarding all matters and things such as right of way, surface and sub-
surface water conditions to be encountered, the character of equipment and
facilities needed for the execution of work; the location and suitability of all
construction materials, the quantities of various sections of the work and local
labour conditions relating to the execution and maintenance of the works to be
carried out under the Contract or any hindrances or interference’s to or with
construction and maintenance of the works from any cause whatsoever
including any other operation of works, which may or will be carried out on
or adjacent to the site of the works under the Contract and shall make
allowance for all such contingencies in the Contract Price and shall not
raise any claims or objections against the Owner in any of such matters as
mentioned above.
12.3. The acceptance of the order or making of a Contract will be construed as
evidence that such an examination was made and later claims for labour,
equipment or materials required for difficulties encountered will not be allowed.
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12.4. Any record of subsurface condition, water records and other observations which
may have been made by the Owner have been made with reasonable care and
accuracy. Such records may be made available to the Contractor for his
information, if available, but there is no expressed or implied guarantee, as to
the accuracy of the records nor any interpretation of them. The Contractor shall
recognize this and form his own opinion of the character of the materials to be
encountered or excavated, from an inspection of the ground and put his own
interpretation on records.
12.5. The prices quoted/agreed by the Contractor shall be based on his own knowledge
and judgment of the conditions and hazards involved and not upon any
representation of the Owner/Engineer.
13. Dispute Resolution
13.1. Informal Dispute Resolution
By mutual agreement between the Managing Directors of both the Parties.
13.2. Arbitration
In the event the Parties are unable to resolve any dispute in accordance with
Section 13.1, such Dispute shall be referred to and exclusively and finally be
resolved by arbitration in accordance with the Arbitration and Conciliation Act,
1996 and the rules framed there under.
13.3. The arbitration shall be conducted in Gandhinagar/Ahmedabad.
13.4. The language to be used in the arbitration shall be the English language
exclusively and any award shall be made in the English language only.
13.5. The existence of any such disputed and/or proceedings shall not constitute a
reason for the suspension or stoppage of work under the Contract and the
Contractor shall proceed diligently and in a manner as if no such dispute/
proceedings have been taken place. Simultaneously, no undisputed payments
due or payable by the Owner shall be withheld on account of such proceedings.
14. Contractor's Representations and Warranties
Contractor represents and warrants that:
14.1. Contractor is a company duly organized, validly existing and in good standing
under the laws of India and the execution, delivery and performance of this
Order have been duly authorized by all requisite corporate action and will not
violate any provision of any governmental agency, rule, regulation, statute or
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ordinance, or violate any provision of its charter or bylaws or any indenture,
14.2. Contractor is not in violation of any applicable law or any other law, statute,
order rule or regulation promulgated, or judgement entered by any national, state
or local governmental agency that for either an individual violation or for a
number of violations in the aggregate, would adversely affect its ability to
perform its obligations under this Order.
14.3. Contractor is, or will be, the holder of all national, state, local or other applicable
permits required to conduct its business.
14.4. Except as otherwise disclosed in writing, Contractor is not a party to any legal,
administrative, arbitral, investigative ( to the best of its knowledge), or other
proceeding or controversy pending or, to the best of its knowledge, threatened,
which would adversely affect its ability to perform under this Order.
14.5. Contractor has obtained, or has no reason to expect that it will not in due course
and without undue delay obtain, all of the approvals, certificates, permits and
licenses with respect to any governmental agency, or any department or agency
thereof, necessary, required or appropriate in connection with the
supply/services/works at site.
15. Miscellaneous
15.1. Ownership of Documents
Contractor agrees that all Design Documents and other documents prepared by
Consultant used in obligations for Supplies or for the performance of the
Services hereunder (other than any Design Documents or other documents
pertaining exclusively to Contractor's machinery, equipment other proprietary
processes incorporated into the Facilities) shall be the exclusive property of
Owner. Contractor agrees that all such documents, as well as any drawings,
tracings, specifications, calculations, memoranda, data, notes and other
materials that are supplied by Owner and come into the possession of
Contractor, shall be delivered to Owner at the earlier of Acceptance or
termination of the Supplies or Services hereunder.
15.1.1. Use of Drawings by Contractor
Contractor shall be entitled to retain and use solely and specifically in
connection with the Supplies or Services hereunder a reproducible set of all
Design Documents and other documents delivered to Owner by Contractor in
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accordance with this Article
15.1.2. Ownership Of Drawing
All drawings, specification and copies thereof furnished directly by the Owner
or through its Architect are the exclusive property of the Owner. They are not
to be used on other work, and with the exception of the signed contract set, are
to be returned to the Owner on completion of the work.
15.2. Delay not Waiver
It is understood and agreed that any delay, failure or omission by Owner or
Contractor to exercise any right or power arising from any breach or default by
Contractor or Owner in any of the terms, provisions or covenants of this Order
shall not be construed to be a waiver by Owner or Contractor of any subsequent
breach or default of the same or other terms, provisions or covenants on the part
of Contract it or Owner.
15.3. Title to all Supplies, materials and the Services to be incorporated shall pass to
Owner upon receipt of the amount claimed as progress payments for such
portions of the supplies/Services/works. Said transfer of title shall in no way
affect Owner's rights as set forth in any other provision of this Order. For the
purpose of protecting Owner' s interest in all materials, equipment, tools and
supplies with respect to which title has passed to Owner pursuant to this section
but which remain in possession of Contractor or any Subcontractors, Contractor
shall take or cause to be taken an steps necessary under the laws of the
appropriate jurisdiction(s) to protect Owner's title and to protect Owner against
claims by other parties with respect thereto in accordance with the, terms of this
15.4. All notices, manuals, design documents and other writings and communication
required pursuant to this Order shall be in the English language.
15.5. This Order shall become effective on the date this Order has been
unconditionally accepted by the Contractor.
This being a turnkey contract considering expertise, experience and
resourcefulness of the Contractor, all the services for the comprehensive Services
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shall be provided by the Contractor. The rights and liabilities of the Contractor
shall not be assigned or transferred by them.
17. Term of contract
The contract shall remain valid from date of issuance of purchase order till
completion of warranty period as mentioned in the tender document.
18. Governing Law
The Order shall be governed by Law of India. The Gandhinagar / Ahmedabad
courts shall be the exclusive jurisdiction. In case of the arbitration, the place of
Arbitration shall be Gandhinagar/ Ahmedabad.
19. Effective Date
This order will be effective only after receipt of unconditional acceptance of the
20. Work Permit
The Contractor shall work in the plant premises only after taking written work
permit form GSEG or their representatives available at plant site.
21. Change in Law
Change in Law means, event of enactment, bringing into effect by any
Governmental Instrumentality or statutory authority for taxes, duties charges,
levies, etc. results in any change with respect to any tax or surcharge or cess
levied or similar charges on the final product to be sold to GSEG.
In case of Change in Law as defined above, results change in the Seller's selling
price of final product, to the Owner; it shall be accordingly increased or
The Seller shall provide with a certificate stating that the adjustment in the
selling price of the final product is directly as a result of the Change in Law and
shall provide supporting documents to substantiate the same and such
certificate shall correctly reflect all increases or decreases till the date of such
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1. Scope of Work
The scope of work covered in general comprises Rate Contract for Concertina
Coil Fencing and associated work at GSEG Boundary wall / construction works,
and any development works during the contract period like excavation,
concreting, barbed wire fencing, plastering, fabrication of structural item, etc. as
per specifications, nomenclature of Schedule of Rates and as directed by
Engineer-in-charge at GSEG Hazira plant..
Contractor shall carryout the work as given in tender documents within provided
time period for particular job and the works shall conform to high standards of
engineering, design, workmanship, quality, proper line, level and as directed by
Engineer-in-charge.
Contractor shall nominate at adequate supervisors to receive day to day civil work
requirements from Engineer-in-charge. Supervisors will co ordinate with user
department to ascertain their exact requirement and location of work. They will
be responsible for mobilization of manpower, materials, tools & tackles and other
required resources to carry out the work as per requirement and also responsible
to take field measurements, mentioning SOR item no. & exact work location,
jointly with supervisor of GSEG in measurement register on daily basis and shall
submit the register to the Engineer in-charge for their verification on every week.
It is not the intent to specify herein all the works in the scope of this contract. The
scope also includes all works necessary, which are not specifically mentioned here
but required, for completion of entire scope of work in all respect within time
bound period and are deemed to be included in the scope of the CONTRACTOR.
All works shall conform to the specification. The works shall conform to high
standards of quality and workmanship.
There may be any upper or lower variation in the quantities of individual items as
required for execution, based on condition of Concertina Coil Fencing and
associated work at GSEG Boundary wall during the execution, as per
recommendation and approval of O&M engineer or engineer in charge but this
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variation should be within limit of overall value of Contract and Final total value
of work executed under this contract shall not be enhanced.
The quantities of the various works to be done under this Contract which have
been estimated and are set forth in the Schedule of Quantities and Rates are the
best available, but may not be accurate in any or all particulars and are only for
the purpose of comparing on a uniform basis the bids offered for the work under
this Contract. Even, items may be omitted or deleted.
This contract is based on item rates only, irrespective of any fixed quantity. The
rates quoted by the Bidder in the schedule of rates shall remain firm irrespective
of any variation in the quantities of individual items of work. Contractor shall
perform the work as per the actual requirement conveyed by Engineer-in-charge
of GSEG from time to time as per the item specifications mentioned in SOR.
The Contractor agrees that GSEG shall not be held responsible if any of the said
estimated Quantities should be found to be not even approximately correct in the
Concertina Coil Fencing and associated work at GSEG Boundary wall and that
he will not at any time dispute or complain of such statement nor assert that there
was any misunderstanding in regard to the character, size and type of work to be
done or the kind or amount of the materials to be furnished or work to be done.
Further, the Contractor shall make no claim for anticipated profits, for loss of
profit or for damage because of a difference between the quantities of the various
kinds of work to be done or materials actually delivered and the estimated
quantities set forth by GSEG. Also, no price escalation shall be considered for any
increase or decrease in the quantity of items.
Contractor’s offered rates should be in such a manner that he shall execute any or
all the items for any quantity throughout the contract period as per the time to time
instructions of Engineer-in-charge of GSEG with ensuring timely completion of
particular job as per the priority decided by Engineer-in-charge by providing
sufficient resources timely.
2.1 The quantities mentioned against each item in the schedule of rate attached
with the Concertina Coil Fencing and associated work at GSEG Boundary wall
are for the approximate for estimation purpose. The work shall be carried out as
per the actual requirement at the site without any limitation of the quantity
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mentioned against each item in Concertina Coil Fencing and associated work at
GSEG Boundary wall. However, the total value of work order shall not be
exceeded the total contract value.
3. Contract Price
Contractor shall also responsible to complete the particular job up to entire
satisfaction of Engineer-in-charge and not left with partially completed work
which is started during contract and the contractor shall complete even after
completion of contract period, at the same rates, terms and conditions of contract.
The awarded item rates shall be as per the schedule of rate. The item rates remain
firm & unchanged till completion of the contract and any agreed extensions
thereafter and shall not be subject to any escalation, idle charges for labour,
machinery, overhead expenses etc. The quantum of work for individual item may
be up to any extent depending upon requirements; however, item rate remains
unchanged. Under this rate contract, contractor has to execute all work as
instructed & informed by concerned Engineer-in-charge.
The rates shall include cost of all materials, skilled and/or unskilled labour,
supervisors, insurance, safety PPEs, staging, shuttering & scaffolding materials,
survey works, transportation, loading, unloading, equipment, machinery, Road
Roller, Concrete Mixer machine, Concrete vibrators, water tanker, JCB, etc. all
consumables like but not limited to petrol, diesel, oil, gas, etc, power cables,
power supply extension boards, sockets, all the required tools & tackles,
Royalties, Rents, Excise duty, Sales Tax, GST , Stamp Duties, Central or State
Government or Local body or Municipal Taxes or Duties, Turn over Tax, Work
Contract Tax, legal & statutory compliance, etc and such other costs that are not
specifically mentioned herein but will be incurred by the contractor for the
satisfactory and timely completion of the works.
The quoted rates shall be deemed to include for everything mentioned in the
specifications, all leads & lifts, contractor’s overheads & profits for due
performance of the work under this contract and such other costs that are not
specifically mentioned herein but will be incurred by the contractor for the
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satisfactory and timely completion of the work. The rates shall also include cost
for mobilization / demobilization of equipments, materials, manpower, etc.
The rates shall be firm for entire contract period and also during extension period,
if required, and shall not be subject to any escalation in any prices, idle charges
for labour, machinery, overhead expenses, etc. due to non issue of work permit or
due to not handing over of front or for any reason whatsoever. Price escalation
and/or idle charges shall not be entertained or allowed due to any reason
4. Facilities To Be Provided By The GSEG
Construction water shall be made available free of charges at any one point in
GSEG premises as convenient to GSEG. Contractor shall make his own
arrangements for drawl and distribution to the work site. However, contractor
shall arrange necessary equipment such as pipes, elbows, plumber, tractor with
tanker and other items required to draw construction water. However, before
drawl of such water, contractor shall take prior permission of the same. Water
supply is not guaranteed by owner. In case owner’s water supply is not available,
contractor will make his own arrangements at no extra cost to owner.
Construction power limited to a maximum extent of 5 HP shall be made available
free of charges at any one point nearer to work site as convenient to GSEG.
Contractor shall make his own arrangements for drawl and distribution to the work
site. However, contractor shall arrange necessary equipment such as cables,
switch board, panels, starter and other items required to draw construction power.
However, before drawl of such energy, contractor shall take prior permission of
the same. Power supply is not guaranteed by owner. In case owner’s power supply
is not available, contractor will make his own arrangements at no extra cost to
Apart from the above, no other facilities shall be made available by GSEG and it
would be the responsibility of contractor to arrange for all other inputs for
satisfactorily completion of the work within the time limit. The power to be
provided shall be as per availability and GSEG shall not be responsible for any
interruptions, idle labour etc. due to delay or whatsoever reason. Contractor shall
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provide necessary facilities, including accommodation, food & daily
transportation for their labour at their own cost.
5. Mobilization And Execution
Contractor has to mobilize the resources at site within 10 days from the time of
intimation given by GSEG. The resources required for execution of above jobs
will vary from time to time, hence contractor shall mobilize the resources
accordingly. Contractor should be able to arrange required resources during
shutdown/breakdown or in case of emergencies within eight hrs. In case of
breakdown or shut down, the contractor should work round the clock if required.
Contractor has to follow instruction of GSEG representative for stoppage of work
and restart of job at any point of time during the execution based on the
requirement of plant or security reasons and in such case Contractor is not liable
to demand any remobilization or demobilization charges.
6. Work In Monsoon & Dewatering
The Concertina Coil Fencing and associated work at GSEG Boundary wall may
entail working in the monsoon also. The contractor must maintain an agreed
minimum labour force as may be required for the job and plan and execute the
construction and erection according to the prescribed schedule. No extra rate
will be considered for such work in the monsoon. During monsoon and other
periods, it shall be the responsibility of the contractor to keep the construction
work site free from water at his own cost by installing dewatering pumps etc.
However, The time period exclude the non-working periods during monsoon
but includes festivals, and the period of commencement.
7. Measurement & Daily Reports
All the items shall be measured as finished work as per the item nomenclature and
accordance with IS practice. For any dispute regarding measurement, the decision
of Engineer-in-charge shall final and binding to the contractor. The contractor
shall be required to furnish satisfactory job completion report and joint record of
measurements to GSEG. Preparation & submission of report should be on daily
basis. In the RA bills, payment shall be released, based on the joint measurement
records of the works.
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8. Specific Requirement
Contractor shall possess all required good quality machineries like Tractor with
trolley, Hand carts, Concrete Vibrators, compactor, dewatering pumps, Concrete
Breaker machines, etc. and shall deploy for this work exclusively during the
contract period.
For proper maintenance of the plant, the contractor is also required to maintain a
set of tools & tackles in good working condition at site. The contractor shall note
that if any additional tools & tackles are required for proper performance of the
contract, the contractor shall also arrange the same immediately with no extra cost
The bidder is advised to visit the GSEG, Hazira Plant to study the actual working
conditions, before submitting their offer. The bidders shall examine the site of
works and its surroundings and obtain for himself at his own responsibility all
information that may be necessary for preparing the bid and entering into a
contract. All costs and liabilities arising out of the site visit shall be at bidder’s
account. No deviation is accepted regarding this tender in case of bidder not visit
Any error in description or quantity or omission in the contract document shall
not vitiate the contract or release the contractor from executing the work
comprised in the contract according to drawings and magnitude of the works and
requirement of materials, equipment, tools and labour, etc., and as to what all
works he has to complete in accordance with the contract documents irrespective
of any defects, omissions or errors that may be found in the contract documents.
10.Inspection And Test On Completion
Contractor shall furnish without additional charge promptly all facility, labour and
material necessary for safe and convenient inspection of material/work during the
progress of work for all inspection by engineer/owner. On completion of work and
not later than expiry of the maintenance period thereafter, the engineer shall make
such examination and tests of the work as may be deemed to be possible, necessary
or desirable like hydraulic testing of all water retaining structure as per relevant
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IS codes at no extra cost to the owner. In case such tests/examinations fail to
fulfill the requirements of relevant IS a code contractor shall rectify the same by
technically acceptable methods like injection of cement slurry into the areas found
to be defective by slurry injection technique or any other method as may be
decided by the engineer-in charge.
11.Rejected Work
The contractor shall dismantle/remove rejected work or/and materials
immediately upon issue of instructions in writing from owner/engineer. In case of
non-compliance of the same by the contractor, owner will have the right to
demolish/remove such works and/or materials at the cost and risk of contractor
through other agency/agencies.
12.Concrete And Allied Works
12.1.1. This specification covers the general requirements for concrete using on-site
production facilities including requirements in regard to the quality, handling,
storage of ingredients, proportioning, batching, mixing, transporting, placing,
curing, protecting, repairing, finishing and testing of concrete; formwork;
requirements in regard to the quality, storage, bending and fixing of
reinforcement; as well as mode of measurement and payment for completed
12.1.2. It shall be very clearly understood that the specifications given herein are brief
and do not cover minute details. However, all works shall have to be carried
out in accordance with IS: 456 and other relevant standards and codes of
practices or in their absence in accordance with the best accepted current
engineering practices or as directed by ENGINEER from time to time. The
decision of ENGINEER as regards the specification to be adopted and their
interpretation and the mode of execution of work shall be final and binding on
CONTRACTOR and no claim whatsoever will be entertained on this account.
12.2. Applicable Codes And Specifications
12.2.1. The following specifications, standards and codes, including all official
amendments/revisions and other specifications & codes referred to therein,
should be considered a part of this specification. In all cases the latest
issue/edition/revision shall apply. In case of discrepancy between this
specification and those referred to herein below or other specifications
forming a part of this bid document, this specification shall govern.
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12.2.2. Materials
12.2.2.1. IS: 8112 Specification for 43 grade ordinary Portland cement.
12.2.2.2. IS: 12269 Specification for 53 grade ordinary Portland cement.
12.2.2.3. IS: 383 Specification for coarse and fine aggregates from natural sources
12.2.2.4. IS: 432 (Parts 1 & 2) Specification for mild steel and medium tensile steel
bars and hard-drawn steel wires for concrete reinforcement.
12.2.2.5. IS: 1786 Specification for high strength deformed steel bars and wires for
concrete reinforcement.
12.2.2.6. IS: 4990 Specification for plywood for concrete shuttering work.
12.2.2.7. IS:1489 Specification for Portland pozzolona cement
12.2.3. Material Testing
12.2.3.1. IS: 4031 (Parts 1 to 15) Methods of physical tests for hydraulic cement.
12.2.3.2. IS: 4032 Method chemical analysis of hydraulic cement.
12.2.3.3. IS: 650 Specification for standard sand for testing of cement.
12.2.4. Concrete Testing
12.2.4.1. IS.1199 Method of sampling and analysis of concrete.
12.2.4.2. IS: 516 Method of test for strength of concrete.
12.2.4.3. IS: 9013 Method of making, curing and determining compressive strength
of accelerated cured concrete test specimens.
12.2.5. Codes Of Practice
12.2.5.1. IS: 456 Code of practice for plain and reinforced concrete.
12.2.5.2. IS: 2502 Code of practice for bending and fixing of bars for concrete
12.2.6. Construction Safety
12.2.6.1. IS.3696 (Parts 1& 2) Safety code for scaffolds and ladders.
12.2.6.2. IS: 7969 Safety code for handling and storage of building materials.
12.2.6.3. IS: 8989 Safety code for erection of concrete framed structures.
12.2.7. Measurement
12.2.7.1. IS: 1200 – Method of measurement of building and engineering works.
12.3.1. ENGINEER shall have the right at all times to inspect all operations including
the sources of materials, procurement, layout and storage of materials, the
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concrete batching and mixing equipment, and the quality control system. Such
an inspection shall be arranged and ENGINEER's approval obtained, prior to
starting of concrete work. This shall, however, not relieve CONTRACTOR of
any of his responsibilities. All materials, which do not conform to this
specification, shall be rejected.
12.3.2. Materials should be selected so that they can satisfy the design requirements
of strength, serviceability, safety, durability and finish with due regards to the
functional requirements and the environmental conditions to which the
structure will be subjected. Materials complying with codes/standards shall
generally be used. Other materials may be used after approval of the
ENGINEER and after establishing their performance suitability based on
previous data, experience or tests.
12.4. Materials
12.4.1.1. Cement shall be 43 grade / 53 grade ordinary portland cement conforming
to IS:8112/ IS:12269 or portland slag cement conforming to IS:455 or
portland pozzolona cement conforming to IS:1489.
12.4.1.2. Only one type of cement shall be used in any one mix. The source of supply
type or brand of cement within the same structure or portion thereof shall
not be changed without approval from ENGINEER.
12.4.1.3. Cement, which is not used within 90 days from its date of manufacture,
shall be tested at a laboratory approved by ENGINEER and until the results
of such tests are found satisfactory, it shall not be used in any work.
12.4.2. Aggregates (General)
12.4.2.1. Aggregates shall consist of naturally occurring stones (crushed or
uncrushed), gravel and sand. They shall be chemically inert, strong, hard,
clean, durable against weathering, of limited porosity, free from dust/silt/
organic impurities/deleterious materials and conform to IS:
Aggregates such as slag, crushed over burnt bricks, bloated clay ash,
sintered fly ash and tiles shall not be used.
12.4.2.2. Aggregates shall be washed and screened before use where necessary or if
directed by the ENGINEER.
12.4.2.3. The fineness modulus of sand shall neither be less than 2.2 nor more than
12.4.2.4. The maximum size of coarse aggregate shall be as stated on the drawings
but in no case greater than 1/4 of the minimum thickness of the member.
12.4.3.1. Water used for both mixing and curing shall conform to IS: 456. Potable
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waters are generally satisfactory. Water containing any excess of acid,
alkali, sugar or salt shall not be used.
12.4.4. Reinforcement
12.4.4.1. Reinforcement bars shall conform to IS: 432 or IS: 1786 and welded wire
fabric to IS: 1566 as shown or specified on the drawing.
12.4.4.2. All reinforcement shall be clean, free from pitting, oil, grease, paint, loose
mill scales, rust, dirty, dust, or any other substance that will destroy or
12.4.4.3. If permitted by ENGINEER, welding of reinforcement shall be done in
accordance with IS: 2751 or IS: 9417 as applicable at no extra cost to the
12.4.4.4. During the execution of work contractor should maintained BAR
BENDING SCHEDULE (BBS).
12.5. Samples And Tests
12.5.1. All materials such as cement, aggregates (coarse & fine), reinforcement and
admixtures etc. used for the works shall be tested as per relevant IS codes
12.5.2. Manufacturer's test certificate shall be furnished, for each batch of cement and
samples shall also be got tested by the CONTRACTOR/SUB-
CONTRACTOR in a laboratory approved by ENGINEER at no extra cost to
EMPLOYER. Sampling and Testing shall be as per relevant IS codes.
12.5.3. Manufacturer's test certificate shall be furnished, for each batch of steel and
samples shall also be got tested by the CONTRACTOR/SUB-
CONTRACTOR in a laboratory approved by ENGINEER at no extra cost to
EMPLOYER. Sampling and Testing shall be as per relevant IS codes.
12.5.4. Sampling and testing shall be as per IS: 2386 under the supervision of
ENGINEER. The cost of all tests, sampling etc. shall be borne by
CONTRACTOR/SUB-CONTRACTOR.
12.5.5. Water to be used shall be tested to comply with requirements of IS:
12.5.6. CONTRACTOR shall furnish manufacturer's test certificates and technical
literature for the admixture proposed to be used. If directed by Engineer, the
admixture shall be got tested at an approved laboratory at no extra cost.
12.6. Storage Of Materials
12.6.1. All material shall be stored in a manner so as to prevent its deterioration and
contamination, which would preclude its use in the works. Requirements of
IS: 4082 shall be complied with.
12.6.2. CONTRACTOR will have to make his own arrangements for the storage of
adequate quantity of cement. If such cement is not stored properly and has
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deteriorated, the material shall be rejected. Cement bags shall be stored in dry
weatherproof shed with a raised floor, well away from the outer walls and
insulated from the floor to avoid moisture from ground. Not more than 15 bags
shall be stacked in any tier. Storage under tarpaulins shall not be permitted.
Each consignment of cement shall be stored separately and consumed in its
order of receipt.
12.6.3. Each size of coarse and fine aggregates shall be stacked separately and shall
be protected from leaves and contamination with foreign material. The stacks
shall be on hard, clean, free draining bases, draining away from the concrete
12.6.4. CONTRACTOR shall make his own arrangements for storing water at site in
tanks to prevent contamination.
12.6.5. The reinforcement shall be stacked on top of timber sleepers to avoid contact
with ground/water. Each type and size shall be stacked separately.
12.7.1. Concrete grade shall be as designated on drawings. In concrete grade M20,
M25 etc. the number represents the specified characteristics compressive
strength of 150 mm cube at 28 days, expressed in N/sq.mm as per IS:456.
Concrete in the works shall be "DESIGN MIX CONCRETE" or "NOMINAL
MIX CONCRETE". All concrete works of grade M5, M7.5 M10,M15,M20
and M25 shall be NOMINAL MIX CONCRETE whereas all other grades,
M30 and above, shall be DESIGN MIX CONCRETE. However, Owner may
ask for mix design for M20 and M25 grade if required.
12.7.2. NOMINAL MIX CONCRETE
12.7.2.1. Mix Design & Testing - Mix design and preliminary tests are not necessary
for Nominal Mix Concrete. However works tests shall be carried out as per
IS: 456. Proportions for Nominal Mix Concrete and w/c ratio may be
adopted as per IS: 456. However it will be CONTRACTOR's sole
responsibility to adopt appropriate nominal mix proportions to yield the
specified strength.
12.7.3. Batching & Mixing of Concrete - Based on the adopted nominal mixes,
aggregates shall be measured by volume. However cement shall be by weight
12.8.1. Formwork shall be all inclusive and shall consist of but not limited to shores,
bracings, sides of footings, walls, beams and columns, bottom of slabs etc.
including ties, anchors, hangers, inserts, falsework, wedges etc.
12.8.2. The design and engineering of the formwork as well as its construction shall
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be the responsibility of CONTRACTOR. However, if so desired by
ENGINEER the drawings and calculations for the design of the formwork
shall be submitted to ENGINEER for approval.
12.8.3. Formwork shall be designed to fulfill the following requirements in addition
to normal requirements:
a) Sufficiently rigid and tight to prevent loss of grout or mortar from the
concrete at all stages and appropriate to the methods of placing and
b) Made of suitable materials.
c) Capable of providing concrete of the correct shape and surface finish
within the specified tolerance limit as per IS
d) Capable of withstanding without deflection the worst combination of self
weight, reinforcement and concrete weight, all loads and dynamic effects
arising from construction and compacting activities, wind and weather
e) Capable of easily striking without shock, disturbance or damage to the
f) Soffit forms capable of imparting a camber if required.
g) Soffit forms and supports capable of being left in position if required.
h) Capable of being cleaned and/or coated if necessary immediately prior to
casting the concrete; design temporary openings where necessary for these
purposes and to facilitate the preparation of construction joints.
12.8.4. The formwork may be of timber, plywood, steel, plastic or concrete depending
upon the type of finish specified. Sliding forms and slip form may be used
with the approval of ENGINEER. Timber for formwork shall be well
seasoned, free from sap, shakes, loose knots, worm holes, warps and other
surface defects. Joints between formwork and formwork and between
formwork and structures shall be sufficiently tight to prevent loss of slurry
from concrete, using seals if necessary.
12.8.5. The faces of formwork coming in contact with concrete shall be cleaned and
two coats of approved mould oil applied before fixing reinforcement. All
rubbish, particularly chippings, shavings, sawdust, wire pieces dust etc. shall
be removed from the interior of the forms before the concrete is placed. Where
directed, cleaning of forms shall be done by blasting with a jet of compressed
air at no extra cost.
12.8.6. Forms intended for reuse shall be treated with care. Forms that have
deteriorated shall not be used. Before reuse, all forms shall be thoroughly
scraped, cleaned, nails removed, holes suitably plugged, joints repaired and
warped lumber replaced to the satisfaction of ENGINEER. CONTRACTOR
shall equip himself with enough shuttering to allow for wastage so as to
complete the job in time.
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12.8.7. Permanent form work shall be checked for its durability and compatibility
with adjoining concrete before it is used in the structure. It shall be properly
anchored to the concrete.
12.8.8. Wire ties passing through beams, columns and walls shall not be allowed. In
their place bolts passing through sleeves shall be used. Form work spacers left
in situ shall not impair the desired appearance or durability of the structure by
causing spalling, rust staining or allowing the passage of moisture.
12.8.9. For liquid retaining structures sleeves shall not be provided for through bolts
nor shall through bolts be removed if provided. The bolts, in the latter case,
shall be cut at 25 mm depth from the surface and the hole made good by
cement mortar of the same proportion as the concrete just after striking the
12.8.10. Where specified or shown on drawings all corners and angles exposed in the
finished structure shall have chamfers or fillets of 20 mm x 20 mm size.
12.8.11. CONTRACTOR shall provide adequate props carried down to a firm bearing
without overloading any of the structures.
12.8.12. The shuttering for beams and slabs shall be so erected that the side shuttering
of beams can be removed without disturbing the bottom shuttering. If the
shuttering for a column is erected for the full height of the column, one side
shall be built up in sections as placing of concrete proceeds or windows left
for placing concrete from the side to limit the drop of concrete to 1.0m or as
directed by ENGINEER. CONTRACTOR shall temporarily and securely fix
items to be cast in (embedments/ inserts) in a manner that will not hinder the
striking of forms or permit loss of grout.
12.8.13. Formwork showing excessive distortion, during any stage of construction,
shall be repositioned and strengthened. Placed concrete affected by faulty
formwork, shall be entirely removed and formwork corrected prior to
placement of new concrete at CONTRACTOR's cost.
12.8.14. If Engineer rejects any improper formwork after inspection, at any stage of
construction, it is responsibility of the Contractor to get corrected before
concreting at no extra cost to the Employer.
12.8.15. Under normal circumstances forms may be struck after expiry of the time
period given in IS: 456 unless otherwise directed by Engineer. It is the
CONTRACTOR'S responsibility to ensure that forms are not struck until the
concrete has developed sufficient strength to support itself, does not undergo
excessive deformation and resist surface damage and any stresses arising
during the construction period.
12.9. Reinforcement Workmanship
12.9.1. Reinforcing bars supplied bent or in coils shall be straightened cold without
damage at no extra cost. No bending shall be done when ambient temperature
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is below 5 Deg.C. Local warming may be permitted if steel is kept below
12.9.2. All bars shall be accurately bent gradually and according to the sizes and
shapes shown on the drawings/ schedules or as directed by ENGINEER.
12.9.3. Re-bending or straightening incorrectly bent bars shall not be done without
approval of ENGINEER.
12.9.4. Reinforcement shall be accurately fixed and maintained firmly in the correct
position by the use of blocks, spacers, chairs, binding wire etc. to prevent
displacement during placing and compaction of concrete. The tied in place
reinforcement shall be approved by ENGINEER prior to concrete placement.
Spacers shall be of such materials and designs as will be durable, not lead to
corrosion of the reinforcement and not cause spalling of the concrete cover.
12.9.5. Binding wire shall be 16 gauge soft annealed wire. Ends of the binding wire
shall be bent away from the concrete surface and in no case encroach into the
concrete cover.
12.9.6. Substitution of reinforcement, laps/splices not shown on drawing shall be
subject to ENGINEER's approval.
12.9.7. Tolerances on placing of reinforcement and Tolerance for cover shall be as
12.10.Tolerances
12.10.1. Tolerance for formed and concrete dimensions shall be as per IS: 456 unless
specified otherwise.
12.10.2. Tolerances specified for horizontal or vertical building lines or footings shall
not be construed to permit encroachment beyond the legal boundaries.
12.11.Preparation Prior To Concrete Placement
12.11.1. Before concrete is actually placed in position, the inside of the formwork
shall be cleaned and mould oil applied, necessary inserts/embedments/pipe
sleeves and reinforcement shall be correctly positioned and securely held,
necessary openings, pockets, etc. provided.
12.11.2. All arrangements-formwork, equipment and proposed procedure, shall be
approved by ENGINEER. CONTRACTOR shall maintain separate Pour
Card for each pour as per the format enclosed.
12.12.1. Curing shall start immediately after the compaction of the concrete to protect
a) Premature drying out, particularly by solar radiation and wind;
b) Leaching out by rain and flowing water;
c) Rapid cooling during the first few days after placing;
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d) High internal thermal gradients;
e) Low temperature or frost;
f) Vibration and impact which may disrupt the concrete and interfere with its
bond to the reinforcement.
12.12.2. All concrete, unless directed otherwise by ENGINEER, shall be cured by use
of continuous sprays or ponded water or continuously saturated coverings of
sacking, canvas, hessain or other absorbent material for the period of
complete hydration with a minimum of 7 days. The quality of curing water
shall be the same as that used for mixing.
12.12.3. Where a curing membrane is directed to be used by the ENGINEER, the
same shall be of a non-wax base and shall not impair the concrete finish in
any manner. The curing compound to be used shall be got approved from the
ENGINEER before use and shall be applied with spraying equipment
capable of a smooth, even textured coat.
12.12.4. Curing may also be done by covering the surface with an impermeable
material such as polyethylene, which shall be well sealed and fastened.
12.12.5. Extra precautions shall be exercised in curing concrete during cold and hot
12.14.1. General - The formwork for concrete works shall be such as to give the
finish as specified. The CONTRACTOR shall make good any unavoidable
defects as directed consistent with the type of concrete and finish specified;
defects due to bad workmanship (e.g. damaged or misaligned forms,
defective or poorly compacted concrete) will not be accepted.
CONTRACTOR shall construct the formwork using the correct materials
and to meet the requirements of the design and to produce finished concrete
to required dimensions, plumbs, planes and finishes.
12.14.2. Surface Finish Type F1 - This type of finish shall be for non-exposed
concrete surfaces against which back fill or concrete is to be placed. The
main requirement is that of dense, well compacted concrete. No treatment
is required except repair of defective areas, filling all form tie holes and
cleaning up of loose or adhering debris. For surfaces below grade which
will receive waterproofing treatment the concrete shall be free of surface
irregularities which would interfere with proper and effective application of
waterproofing material specified for use.
12.14.3. Surface Finish Type F2 - This type of finish shall be for all concrete work
which will be exposed to view upon completion of the job. The appearance
shall be that of a smooth dense, well- compacted concrete showing the slight
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marks of well fitted shuttering joints. The CONTRACTOR shall make good
12.14.4. Surface Finish Type F3 - This type of finish shall be for concrete work
which will be exposed to view but to give an appearance of smooth, dense,
well-compacted concrete with no shutter marks, stain free and with no
discolouration, blemishes, arrises, airholes etc. Only lined or coated
plywood with very tight joints shall be used to achieve this finish. The panel
size shall be uniform and as large as practicable. Any minor blemishes that
might occur shall be made good by CONTRACTOR.
12.15. Repair And Replacement Of Unsatisfactory Concrete
12.15.1. Immediately after the shuttering is removed, all the defective areas such as
honey-combed surfaces, rough patches and holes left by form bolts etc. shall
be brought to the notice of ENGINEER who may permit patching of the
defective areas or reject the concrete work.
12.15.2. All through holes for shuttering shall be filled for full depth and neatly
plugged flush with surface.
12.15.3. Rejected concrete shall be removed and replaced by CONTRACTOR at no
additional cost to EMPLOYER.
12.15.4. For patching of defective areas all loose materials shall be removed and the
surface shall be prepared as directed by the ENGINEER.
12.15.5. Bonding between hardened and fresh concrete shall be done either by
placing cement mortar or by applying epoxy. The decision of the
ENGINEER as to the method of repairs to be adopted shall be final and
binding on the CONTRACTOR and no extra claim shall be entertained on
this account. The surface shall be saturated with water for 24 hours before
patching is done with 1:5 cement sand mortar. The use of epoxy for bonding
fresh concrete shall be carried out as directed by ENGINEER.
12.16.1. Upon the completion of concrete work, all forms, equipment, construction
tools, protective coverings and any debris, scraps of wood, etc. resulting
from the work shall be removed and the premises left clean.
12.17.Checking Verticality, Eccentricity And Levels Of The Structures
12.17.1. During the progress of the construction, the CONTRACTOR/SUB-
CONTRACTOR shall check the levels of the floors, the verticality and
eccentricity of all the vertical structural members. Such checking shall be
carried out with appropriate survey equipment by an independent registered
land surveyor for all floors of the building structures, one floor at a time and
as soon as the structural works for each floor are completed.
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12.17.2. The CONTRACTOR/SUB-CONTRACTOR shall submit two sets of the
surveyor’s report and field readings compiled in an approved format to the
Engineer as and when they are completed. Such report shall indicate the
levels, verticality, eccentricity and deviation, if any, of the building
12.17.3. The checking of the levels, verticality and eccentricity of the building
structures and the submission of such reports to the Engineer shall not
relieve the CONTRACTOR/SUB-CONTRACTOR of any of his duties or
responsibilities under the contract.
12.18.Mode Of Measurement And Payment
12.18.1. The unit rate for concrete work under various categories shall be all
inclusive and no claims for extra payment on account of such items as
leaving holes, embedding inserts, etc. shall be entertained unless separately
provided for in the schedule of quantities. No extra claim shall also be
entertained due to change in the number, position and/or dimensions of
holes, slots or openings, sleeves, inserts or on account of any increased lift,
lead of scaffolding etc. while quoting the unit rates. Unless provided for in
the schedule of quantities the rates shall also include fixing inserts in all
concrete work, wherever required. All the quantities are to be worked out
from approved construction drawings and not based on actual measurement.
12.18.2. Payments for concrete will be made on the basis of unit rates quoted for the
respective items in the schedule of quantities. No deduction in the concrete
quantity will be made for reinforcement, inserts etc. and opening less than
0.100 sq.m in areas where concrete is measured in sq.m and 0.010 cu.m
where concrete is measured in cu.m. Where no such deduction for concrete
is made, payment for shuttering work provided for such holes, pockets, etc.
will not be made. Similarly the unit rates for concrete work shall be
inclusive or exclusive of shuttering as provided for in the schedule of
12.18.3. Payment for beams will be made for the quantity based on the depth being
reckoned from the underside of the slabs and length measured as the clear
distance between supports. Payment for columns shall be made for the
quantity based on height reckoned upto the underside of slabs/beams.
12.18.4. The unit rate for precast concrete members shall include formwork,
mouldings, finishing, hoisting and setting in position including setting
mortar, provision of lifting arrangement etc. complete. Reinforcement and
inserts shall be measured and paid for separately under respective item
12.18.5. Only the actual quantity of steel embedded in concrete including laps shown
on drawings or as approved by Engineer shall be measured and paid for,
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irrespective of the level or height at which the work is done. The unit rate
for reinforcement shall include all wastages, binding wires, chairs, spacer
bars etc. for which no separate payment shall be made.
12.18.6. For purpose of measurement unit weight of reinforcement bars and
structural steel will be considered as per IS hand book and not based on
13.Specification For Masonary Work
This specification covers the general requirements for compound wall works
comprising concrete block/fly ash brick masonry, plastering, painting and such
other related works forming a part of this job, which may be required to be
carried out though not specifically mentioned above. The work under this
specification shall consist of furnishing of all tools, plants, labour, materials,
and everything necessary for carrying out the work.
13.2. Applicable Codes And Specifications
The following codes, standards and specifications are made a part of this
specification. All standards, specifications, codes of practice referred to herein
shall be the latest editions including all applicable official amendments and
In case of discrepancy between this specification and those referred to herein,
this specification shall govern.
IS:269/1989 Specification for 33 grade ordinary portland cement.
Specification for coarse and fine aggregates from
natural sources for concrete.
IS:1542/1992 Specification for sand for plaster.
IS:2116/1980 Specification for sand for masonry mortars.
Code of practice for preparation and use of masonry
Code of practice for painting Concrete, masonry and
plaster surfaces (Part 1).
IS:2395/1994 -DO- Part
IS:2750/1964 Specification for steel scaffoldings.
13.3. Brickwork
13.3.1. Materials
13.3.1.1. The min. crushing strength of brick shall be minimum as per relevant IS
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13.3.1.2. The nominal size of the modular brick shall be 230mm x 115mm x 75mm
with the permissible tolerances over the actual size. The nominal thickness
of one brick and half brick walls using modular bricks shall be considered
as 230 mm and 115 mm respectively. In the event of use of traditional
bricks of nominal size 230mm x ll5mm x 75mm with tolerance upto +3 mm
in each dimension, one brick and half brick walls shall be considered as
mm and 115 mm respectively.
13.3.1.3. Bricks shall be sound, hard, and homogenous in texture, well burnt in kiln
without being vitrified, hand/machine moulded, deep red, cherry or copper
coloured, of regular shape and size & shall have sharp and square edges
with smooth rectangular faces. The bricks shall be free from pores, cracks,
flaws and nodules of free lime. Hand moulded bricks shall be moulded with
a frog and those made by extrusion process may not be provided with a frog.
Bricks shall give a clear ringing sound when struck and shall have a
minimum crushing strength of 7.5N/sq.mm unless otherwise specified in
13.3.1.4. The average water absorption shall not be more than 20 percent by weight
upto class 12.5 and 15 percent by weight for higher classes. Bricks which
do not conform to this requirement shall be rejected. Over or under burnt
bricks are not acceptable for use in the works.
13.3.1.5. Sample bricks shall be submitted to the ENGINEER for approval and bricks
supplied shall conform to approved samples. Bricks rejected by
ENGINEER shall be removed from the site of works within 24 hours.
13.3.1.6. Mortar for brick masonry shall consist of cement and sand and shall be
prepared as per IS: 2250. Mix shall be in the proportion of 1:4 for brickwork
of thickness one brick or above and 1:4 for brickwork of thickness half brick
or below, unless otherwise specified in the respective items of work. Sand
for masonry mortar shall conform to IS: 2116. The sand shall be free from
clay, shale, loam, alkali and organic matter and shall be of sound, hard,
clean and durable particles. Sand shall be approved by ENGINEER. If so
directed by the ENGINEER, sand shall be screened and washed till it
satisfies the limits of deleterious materials.
13.3.1.7. For preparing cement mortar, the ingredients shall first be mixed thoroughly
in dry condition. Water shall then be added and mixing continued to give a
uniform mix of required consistency. Mixing shall be done thoroughly in a
mechanical mixer, unless hand mixing is specifically permitted by the
ENGINEER. The mortar thus mixed shall be used as soon as possible,
preferably within 30 minutes from the time water is added to cement. In
case, the mortar has stiffened due to evaporation of water, this may be re-
tempered by adding water as required to restore consistency, but this will
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be permitted only upto 30 minutes from the time of initial mixing of water
to cement. Any mortar which is partially set shall be rejected and shall be
removed forthwith from the site. Droppings of mortar shall not be re-used
under any circumstances.
13.3.1.8. The CONTRACTOR shall arrange for test on mortar samples if so directed
by the ENGINEER.
13.3.2. Workmanship
13.3.2.1. Workmanship of brick work shall conform to IS: 2212. All bricks shall be
thoroughly soaked in clean water for at least one hour immediately before
being laid. The cement mortar for brick masonry work shall be as specified
in the respective item of work. Brick work 200mm/230mm thick and over
shall be laid in English Bond unless otherwise specified. 100mm/115mm
thick brickwork shall be laid with stretchers. For laying bricks, a layer of
mortar shall be spread over the full width of suitable length of the lower
course. Each brick shall be slightly pressed into the mortar and shoved into
final position so as to embed the brick fully in mortar. Only full size bricks
shall be used for the works and cut bricks utilised only to make up required
wall length or for bonding. Bricks shall be laid with frogs uppermost.
13.3.2.2. All brickwork shall be plumb, square and true to dimensions shown.
Vertical joints in alternate courses shall come directly one over the other
and be in line. Horizontal courses shall be levelled. The thickness of brick
courses shall be kept uniform. In case of one brick thick or half brick thick
wall, at least one face should be kept smooth and plane, even if the other is
slightly rough due to variation in size of bricks. For walls of thickness
greater than one brick both faces shall be kept smooth and plane. All
interconnected brickwork shall be carried out at nearly one level so that
there is uniform distribution of pressure on the supporting structure and no
portion of the work shall be left more than one course lower than the
adjacent work. Where this is not possible, the work shall be raked back
according to bond (and not saw toothed) at an angle not exceeding 450. But
in no case the level difference between adjoining walls shall exceed one
meter. Brick-work shall not be raised more than one meter per day.
13.3.2.3. Bricks shall be so laid that all joints are well filled with mortar. The
thickness of joints shall not less than 6 mm and not more than 10 mm. The
face joints shall be raked to a minimum depth of 10mm/15mm by raking
tools during the progress of work when the mortar is still green, so as to
provide a proper key for the plastering/pointing respectively to be done
later. When plastering or pointing is not required to be done, the joints shall
be uniform in thickness and be struck flush and finished at the time of lying.
The face of brickwork shall be cleaned daily and all mortar droppings
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removed. The surface of each course shall be thoroughly cleaned of all dirt
before another course is laid on top.
13.3.2.4. During inclement weather conditions, newly built brick masonry works
shall be protected by tarpaulin or other suitable covering to prevent mortar
being washed away by rain.
13.3.2.5. Brickwork shall be kept constantly moist on all the faces for at least seven
days. The arrangement for curing shall be got approved from the
13.3.2.6. Double scaffolding having two sets of vertical supports shall be provided to
facilitate execution of the masonry works. The scaffolding shall be
designed adequately considering all the dead, live and possible impact loads
to ensure safety of the workmen, in accordance with the requirements
stipulated in IS:2750 and IS:3696 (Part 1). Scaffolding shall be properly
maintained during the entire period of construction. Single scaffolding
shall not be used on important works and will be permitted only in certain
cases as decided by the ENGINEER. Where single scaffolding is adopted,
only minimum number of holes, by omitting a header shall be left in the
masonry for supporting horizontal scaffolding poles. All holes in the
masonry shall be carefully made good before plastering/painting.
13.3.2.7. In the event of usage of traditional bricks of size 230 mmxll5mmx75mm,
the courses at the top of the plinth and sills as well as at the top of the wall
just below the roof/floor or slabs and at the top of the parapet shall be laid
with bricks on edge.
13.3.2.8. All brickwork shall be built tightly against columns, floor slabs or other
structural members.
13.3.2.9. Where drawings indicate that structural steel sections are to be encased in
brickwork, the brick masonry shall be built closely against the steel section,
ensuring a minimum of 20mm thick cement-sand 1:4 over all the steel
surfaces. Steel sections partly embedded in brickwork shall be provided
with bituminous protective coating to the surfaces at the point of entry into
the brick masonry.
13.3.2.10. CONTRACTOR shall note that the unit rates quoted for the masonry work
shall be deemed to include for the installation of miscellaneous inserts such
as pipe sleeves, bolts, steel sections with anchors etc. and providing pockets,
leaving openings, cutting chases etc. in accordance with the construction
drawings. Miscellaneous inserts shall he either supplied FREE by the
OWNER or to he furnished by the CONTRACTOR. Any of the
miscellaneous inserts which are required to be fabricated and supplied by
the CONTRACTOR and cement concrete to be provided in the pockets for
the hold fasts of door/window frames etc. shall however, be measured and
paid separately under the respective items of work. .
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13.3.2.11. Facing bricks of the type specified conforming to IS: 2691 shall be laid in
the positions indicated on the drawings and all facing brickwork shall be
well bonded to the backing bricks/RCC surfaces. The level of execution of
the facing brick work shall at any time be lower by at least 600 mm below
the level of the backing brickwork.
13.3.2.12. Facing bricks shall be laid over 10 mm thick backing of cement mortar. The
mortar mix, thickness of joint and the type of painting to be carried out shall
be as specified in the item of work. The pattern of laying the bricks shall
be as specifically indicated in the drawings.
13.3.2.13. For facing brickwork, double scaffolding shall be used.
13.3.2.14. Faced works shall be kept clean and free from damage, discoloration etc.,
13.3.2.15. Expansion joints shall be provided at 45 metre centres in the compound
wall. Pilaster at expansion joints and at all turning points shall be provided.
13.3.2.16. Performed filler for expansion joints shall be non-extruding and resilient
type of bitumen impregnated fibres conforming to IS:1838 (part-I)
13.3.3. Measurement
13.3.3.1. Measurement shall be in cu.m correct to two places of decimal for
brickwork of thickness one brick i.e. 200mm/230mm and above.
Measurement shall he in sq.m correct to two places decimal for facing
brickwork and brickwork of thickness half brick i.e. l00mm/115mm and
below. Measurement shall be for the quantities as actually executed duly
deducting for openings, lintels, transomes/mullions etc. All concrete works
shall he measured and paid for separately under the respective items of
13.4. Cement Plastering Work
13.4.1. Materials - The proportions of the cement mortar for plastering shall be 1:4
(one part of cement to four parts of sand) unless otherwise specified under
the respective item of work. Cement and sand shall be mixed thoroughly
in dry condition and then water added to obtain a workable consistency. The
quality of water and cement shall be as per relevant IS. The quality and
grading of sand for plastering shall conform to IS: 1542. The mixing shall
be done thoroughly in a mechanical mixer unless hand mixing is
specifically permitted by the ENGINEER. If so desired by the ENGINEER
sand shall be screened and washed to meet the specification requirements.
The mortar thus mixed shall be used as soon as possible preferably within
30 minutes from the time water is added to cement. In case the mortar has
stiffened due to evaporation of water this may be re-tempered by adding
water as required to restore consistency but this will be permitted only up
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to 30 minutes from the time of initial mixing of water to cement. Any
mortar which is partially set shall he rejected and removed forthwith from
the site. Droppings of plaster shall not be re-used under any circumstances.
13.5. Workmanship
13.5.1. Preparation of surfaces and application of plaster finishes shall generally
confirm to the requirements specified in IS: 1661 and IS:
13.5.2. Plastering operations shall not be commenced until installation of all fittings
and fixtures such as door/window panels, pipes, conduits etc. are
13.5.3. All joints in masonry shall be raked as the work proceeds to a depth of
l0mm/20mm for brick/masonry works respectively with a tool made for the
purpose when the mortar is still green. The masonry surface to be rendered
shall be washed with clean-water to remove all dirt, loose materials, etc.,
Concrete surfaces to be rendered shall be roughened suitably by hacking or
bush hammering for proper adhesion of plaster and the surface shall be
evenly wetted to provide the correct suction. The masonry surfaces should
not be too wet but only damp at the time of plastering. The dampness shall
be uniform to get uniform bond between the plaster and the masonry
13.5.4. Interior plain faced plaster - This plaster shall be laid in a single coat of
to 15mm thickness. The mortar shall be dashed against the prepared surface
with a trowel. The dashing of the coat shall be done using a strong whipping
motion at right angles to the face of the wall or it may be applied with a
plaster machine. The coat shall be trowelled hard and tight forcing it to
surface depressions to obtain a permanent bond and finished to smooth
surface. Interior plaster shall be carried out on jambs, lintel and sill faces,
etc. as shown in the drawing and as directed by the ENGINEER. Rate
quoted for plasterwork shall be deemed to include for plastering of all these
13.5.5. Exterior plain faced plaster - This plaster shall be applied in 2 coats. The
first coat or the rendering coat shall be approximately 12mm thick. The
rendering coat shall be applied except finishing it to a true and even surface
and then lightly roughened by cross scratch lines to provide bond for the
finishing coat. The rendering coat shall be cured for at least two days and
then allowed to dry. The second coat or finishing coat shall be 8 mm thick.
Before application of the second coat, the rendering coat shall be evenly
damped. The second coat shall be applied from top to bottom in one
operation without joints and shall be finished leaving an even and uniform
surface. The mortar proportions for the coats shall be as specified in the
respective item of work. The finished plastering work shall be cured for at
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13.5.6. Interior plain faced plaster 20mm thick if specified for uneven faces of brick
walls or for random/coursed rubble masonry walls shall be executed in
13.5.7. Exterior Sand Faced Plaster - This plaster shall be applied in 2 coats. The
first coat shall be 12mm thick and the second coat shall be 8mm thick.
However, only approved quality white sand shall be used for the second
coat and for the finishing work. Sand for the finishing work shall be coarse
and of even size and shall be dashed against the surface and sponged. The
mortar proportions for the first and second coats shall be as specified in the
respective items of work.
13.5.8. Wherever more than 20 mm thick plaster has been specified, which is
intended for purposes of providing beading, bands, etc. this work shall be
carried out in two or three coats as directed by the ENGINEER duly
satisfying the requirements of curing each coat (rendering/floating) for a
minimum period of 2 days and curing the finished work for at least 7 days.
13.5.9. In the case of pebble faced finish plaster, pebbles of approved size and
quality shall be dashed against the final coat while it is still green to obtain
as far as possible a uniform pattern all as directed by the ENGINEER.
13.5.10. Where specified in the drawings, rectangular grooves of the dimensions
indicated shall be provided in external plaster by means of timber battens
when the plaster is still in green condition. Battens shall be carefully
removed after the initial set of plaster and the broken edges and corners
made good. All grooves shall be uniform in width and depth and shall be
true to the lines and levels as per the drawings.
13.5.11. Curing of plaster shall be started as soon as the applied plaster has hardened
sufficiently so as not to be damaged when watered. Curing shall be done
by continuously applying water in a fine spray and shall be carried out for
at least 7 days.
13.5.12. When the specification items of work calls for waterproofing plaster the
CONTRACTOR shall provide the waterproofing compound as specified
while preparing the cement mortar. Payment for water-proofing compound
will be made separately if it is not included as a combined item of work.
13.5.13. Where lath plastering is specified, it shall be paid for at the same rate as for
plaster work except that separate payment for metal lath will be made.
13.5.14. For external plaster, the plastering operations shall be commenced from the
top floor and carried downwards. For internal plaster, the plastering
operations for the walls shall commence at the top and carried downwards.
Plastering shall be carried out to the full length of the wall or to natural
breaking points like doors/windows etc. Ceiling plaster shall be completed
first before commencing wall plastering.
Concertina Coil Fencing and associated work Page 99 of
Gujarat State Energy Generation Limited
13.5.15. Double scaffolding to be used shall be as specified in the clause.
13.5.16. The finished plaster surface shall not show any deviation more than 4mm
when checked with a straight edge of 2m length placed against the surface.
13.5.17. To overcome the possibility of development of cracks in the plastering work
following measures shall be adapted.
13.5.18. Plastering work shall be deferred as much as possible so that fairly complete
drying shrinkage in concrete and masonry works takes place.
13.5.19. Steel wire fabric shall be provided at the junction of brick masonry and
concrete to overcome reasonably the differential drying shrinkage/thermal
movement. This steel item shall be measured and paid for separately.
Plastering shall be done around the Y-angle junction. The plastering area at
each Y-angle junction shall be 0.600 m × 0.300 m.
13.6. Measurement
13.6.1. Measurement for plastering work shall be in sq.m correct to two places of
decimal. Unless a separate item is provided for grooves, mouldings, etc.,
these works are deemed to be included in the unit rates quoted for plastering
work. The quantity of work to be paid for under these items shall be
calculated by taking the projected surface of the areas plastered after
making necessary deductions for openings for doors, windows, fan
openings etc. The actual plaster work carried out on jambs/sills of
windows, openings, etc. shall be measured for payment.
14.1. Not Used:
14.2. Not Used:-
14.2.1. matter, dust etc. Except as above, the chips shall conform to I. S. 2114-
14.3. Not USed:-
14.3.1. Not Used
14.3.2. SCAFFOLDING:
Wherever scaffolding is necessary, it shall be erected on double supports
tied together by horizontal pieces, which scaffolding planks shall be fixed.
No ballies, bamboos or planks shall rest on or touch the surface which is
being white washed.
For all exposed brick work or tile work, double scaffolding having two sets
of vertical supports shall be provided. The supports shall be sound and
strong, tied together with horizontal pieces over which scaffolding planks
Concertina Coil Fencing and associated work Page 100 of
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