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Tender Value
₹7.9 L
EMD Value
₹7,913
Closing Date
29 Jun 2026, 4:00 pm
Superintending Engineering, Circle office, GETCO, Gondal
“Construction of wooden partition & misc. civil work at Zonal office at Vajdi Training Centre-Rajkot under Gondal Circle.”(Retender)
312635
68/2026
Open
Civil - All
Rajkot
18 documents required · 13 mandatory · 5 optional
₹1,062
Gujarat Energy Transmission Corporation Limited
₹7,913
9 Jun 2026
9 Jun 2026
9 Jun 2026
29 Jun 2026
9 Jun 2026
1 Quality Assurance
GUJARAT ENERGY TRANSMISSION CORPORATION LIMITED
AM circle office, Gondal
Power House Compound, Station Plot, Gondal – 360
( CIN: U40100GJ1999SGC036018 )
Telephone no. (02825) - 220121, fax no. (02825)
Web site: www.getcogujarat.com Email: [email protected]
E - TENDER NOTICE
SE invites “On line Tenders” (e-tendering) for the “Construction of wooden partition & misc.
civil work at Zonal office at Vajdi Training Centre-Rajkot under Gondal Circle.” (Retender)
From registered Contractors in appropriate class with GETCO / Central / State Government /
Railway/Semi. Govt. and who has executed civil works successfully as mentioned in
Qualification requirement criteria given in the tender document. Bidders should fulfill the all
the qualification criteria. Otherwise, their bids will not be considered & price bid will not be
opened. All the bidders should have valid e-tender vender registration.
Tender papers & specifications may be down loaded from web site
https://tender.nprocure.com (for view, download and online submission) and GUVNL/GETCO
websites www.guvnl.com & www.getcogujarat.com (for view & download only).All tender
documents are to be uploaded through online only (mandatory) on (n) procure portal
including scanned copy of duly attested Tender fee, EMD and Integrity Pact. Tender fee,
EMD (if by CASH up to Rs. 10,000/-only) is to be submitted physically by Registered Post
A.D. or Speed Post addressed to:
NO PHYSICAL DOCUMENTS TO BE SUBMITTED BY BIDDER
The Superintending Engineer
Gujarat Energy Transmission Corporation Limited.,
Circle office Gondal
Power House Compound, Station Plot,
Gondal – 360 311 District: Rajkot, Gujarat
“NO COURIER SERVICE OR HAND DELIVERY” will be allowed
Sr. No. Name of Work Tender Cost Time Tender E.M.D. Appropriate
Rs.(Incl. Taxes) Limit Fee Rs. Rs. class
68/2026 “Construction of Rs.791285.90 02 Rs.1062.00/- Rs.7913.00 Class- E-2 &
wooden partition Month [900.00 above
& misc. civil work
at Zonal office at (GST at
Vajdi Training 18.00%)]
Circle.”(Retender)
1 On line (E-tendering) tender/ offer submission last date up to 16.00 29.06.2026
hours only (This is mandatory)
2 Date of opening of Tender Fee, EMD and technical bid – on line 29.06.2026
opening at 16:01 hrs. (If possible)
3 Tentative Date of on – line opening of Price bid, Shall be intimated
2 Quality Assurance
1. Bidder has to upload scanned copies of original (Notarized / self-attested copies of original – as
specified in tender document) documents with bid and no physical documents to be submitted by
2. Bidder has to submit the only Tender fee, EMD (by CASH up to Rs 10,000/- only) in sealed cover
superscripted with the Tender for “Construction of wooden partition & misc. civil work at Zonal
office at Vajdi Training Centre-Rajkot under Gondal Circle.” (Retender) & “Tender Notice No.
68/2026” on or before due date and time. All such documents should be strictly submitted by RPAD
/ Speed Post only. Otherwise, the offer will not be considered and no any further communication in
the matter will be entertained.
3. Bidders have to submit Technical bid as well as Price bid in electric format only on above-mentioned
website until the date and time shown above. It is required that physical submission of only tender
fees, EMD by Cash (up to 10,000/- only) to be done. However, of anywhere in tender documents
submission of other than this document physical submission mentioned to be overlooked.
4. The transaction slip of payment made by RTGS/NEFT is to be uploaded in N - procure with tender
5. In case short submission of documents with bid and / or clarification if any required from the bidder,
the required details / documents may be asked from bidder in physical form.
6. It shall be sole responsibility of the bidder that the uploaded scanned documents (in PDF from)
remain legible and should not be password protected.
7. Tender will be evaluated on Data / Details / Documents of the online offer only.
8. It is mandatory for all the bidders to upload their tender documents by on line (E-tendering) in
scheduled time.
9. Any deviation found in Data/Details/Documents in on line offer (e tendering) (Tender document
fee, EMD, Vendor Registration, Technical and commercial documents etc.) of bidder, offer of the
same bidder will not be considered and no any further communication in the matter will be
entertained. Physical copy is for reference only and tender will be evaluated on
Data/Details/Documents of the “on line” offer. For any discrepancy between online & physical
bid, online bid is considered as final.
10. The bidders are required to fill up all the online Annexure (annexure)/forms. This is intended for
transparency and speedy evaluation of the bids. Instead of simply confirming/attached in bid/refer
physical offer, the bidder shall fill in the particulars against appropriate place in respect of each
line appearing in each online annexure.
(In the absence of required details in the online annexure, the purchaser has every right to evaluate
the bids accordingly and bidder cannot raise any objection against any point during evaluation.)
11. Bidders are requested to remain in touch with the web site for any amendment/corrigendum or
extension of due date etc.
12. No tender shall be accepted/opened in case of receipt after due date and time of tender,
irrespective of delay due to postal services or any other reasons and the Corporation shall not
assume any responsibility for late receipt of tender.
13. The Earnest Money Deposit and tender fee will be accepted by RTGS/NEFT or in Cash up to Rs.
10,000/- Tender without EMD and tender fee shall be rejected.
14. Submit completely tender document with seal and signature in all Tender pages with LOA (letter of
acceptance) by Lowest-1 bidders.
15. The GETCO reserves the right to award the work to one or more bidders, considering their technical
and financial capacity OR to reject any or all tenders or accept any tender without assigning any
reason thereof.
Any technical questions, information and clarification that may be required pertaining to this
enquiry should be referred to The Superintending Engineer, Gujarat Energy Transmission
Corporation Limited. Circle office Gondal.
3 Quality Assurance
GETCO reserves the right to reject any OR all tenders without assigning any reasons thereof.
Yours faithfully,
Superintending Engineer
Am Circle Office,
To view the PDF file please use “Acrobat Reader” software which can be downloaded from
‘Adobe” website.
In case bidders need any clarifications or if training required to participate in online
tenders, they can contact (n)Procure Support team:-
(n)code Solutions-IT division of GNFC Ltd.,
(n)Procure Cell
304, GNFC Info tower, S.G. Road,
Bodakdev, Ahmedabad – 380054 (Gujarat)
Contact Details
E-mail : [email protected]
TOLL FREE NUMBER: 73590
EMD refund application should be submit in Hardcopy with Attached documents with
required RTGS detail in standard Format attached herewith
4 Quality Assurance
Special instruction if tender Fee & EMD to be paid by NEFT/RTGS
1. The Tender fee should be submitted by RTGS/NEFT/online.
2. The EMD fee amount is should be paid by either by Cash up to Rs. 10,000/- otherwise
it should be paid by RTGS/NEFT/online only.
3. In case of payment through RTGS/NEFT/online Bidder has to provide all below
details by email on the same date of payment So that receipt can be generated.
A. The transaction slip.
B. Copy of Bank Statement (appeared Transition).
C. Following details should be submitted on party’s letter pad
Sr. No Required Details
1 Name & Address of the bidder
2 Bidder GST No
4 Due date of tender-
5 Mode of Transfer
6 Ref.ID with Bank Details (UTR number)
7 Paid Amount Tender Fee-Rs.
8 Paid Amount EMD- Rs.
A. Bidder has to mail above details to
[2] [email protected],
GETCO Beneficiary Bank detail is as under
Sr. Particulars Requisite Details
1 Name of Account Holder GUJARAT ENERGY TRANS CORPO LTD
3 Name of Bank STATE BANK OF INDIA
5 Address of Bank M G ROAD, GONDAL
6 IFSC Code SBIN0060073
7 PAN No AABCG4029R
8 TAN No RKTG00914E
9 GST No 24AABCG4029R2ZC
Note: Please Mention Tender number during Online Transaction of
Tender fee and EMD.
5 Quality Assurance
GUJARAT ENERGY TRANSMISSION CORPORATION LIMITED
AM circle office, Gondal
Power House Compound, Station Plot, Gondal – 360
( CIN: U40100GJ1999SGC036018 )
Telephone no. (02825) - 220121, fax no. (02825)
Web site: www.getcogujarat.com Email: [email protected]
To create environment where Business Confidence is built through Best Business Practices
and is fostered in an atmosphere of trust and respect between providers of goods and
services and their users for the ultimate benefit of society the nation.
GETCO COMMITMENT PARTY’S COMMITMENT
To maintain the highest ethical Not to bring pressure / recommendations
standards in business and professional. outside GETCO to influence its decision.
Ensure maximum transparency to the Not to use intimidation, threat,
Satisfaction of stakeholders. inducement or Pressure of any kind on
GETCO or any of its employees under any
To ensure to fulfill the terms of To be prompt and reasonable in fulfilling
agreement / contract and to consider the contract, agreement, legal obligations.
objectively the viewpoint of parties.
To ensure regular and timely release of To provide goods and / or services timely
payment on due dates for work done. as per agreed quality and specifications at
minimum cost of GETCO.
To ensure that no improper demand is To abide by the general discipline to be
made by employees or by anyone on our maintained in out dealings.
To give maximum possible assistance to To be true and honest in furnishing
all the vendors / supplier / Service information including payment to agents /
provider and other to enable them to sub-agent.
complete the contract in time.
To provide all information to suppliers / Not to divulge any information, business
contractors relating to contract / job details available during the course of
which facilitate him to complete the business relationship to others without the
contract / job successfully in time. written consent of GETCO.
Seal & Signature Seal & Signature
(GETCO Authorized Signatory) (Party’s Authorized Person)
6 Quality Assurance
Technical Specification & Commercial Conditions
7 Quality Assurance
INSTRUCTIONS TO THE BIDDERS
8 Quality Assurance
GUJARAT ENERGY TRANSMISSION CORPORATION LIMITED
AM circle office, Gondal
Power House Compound, Station Plot, Gondal – 360
( CIN: U40100GJ1999SGC036018 )
Telephone no. (02825) - 220121, fax no. (02825)
Web site: www.getcogujarat.com Email: [email protected]
(A) INSTRUCTIONS TO THE BIDDERS
(A1) SCOPE OF WORK:
Major works covered in this work are of the “Construction of wooden partition & misc. civil
work at Zonal office at Vajdi Training Centre-Rajkot under Gondal Circle”
(1) The site of proposed work is situated at Zonal office at Vajdi Training Centre-Rajkot.
The works shall be carried out as per tender’s specifications & detailed work order.
(2) Any activity not specifically mentioned in the tender but necessary in the opinion of
engineer in charge of work must be carried out for successful completion of the job, on
getting approval of competent authority of GETCO.
(3) Before taking up construction activity; the agency has to cut the trees which obstruct
the working, of any diameter, bushes, vegetation, i.e. roots, plant, shrubs, grass etc.
including stacking and crediting to GETCO as directed with no extra cost.
(4) Site visit: The bidder is advised to visit the site and examine the site condition. Where
in the work is proposed to be carried out and to get himself fully acquainted at his own
responsibility for all information that may be necessary for quoting the tender bid and
entering in to contract. All cost and liabilities arising out of the site visit shall be at bidder
(A2) EARNEST MONEY DEPOSIT:
A. Bidders are requested to pay an earnest money deposit (As per GETCO purchase policy)
by RTGS/ NEFT or by Cash (up to Rs. 10,000/- only) for the amount as specified in the
tender notice. Payment of EMD in form of Cheque shall not be accepted.
B. If the EMD amount is more than Rs. 3 Lacs, it should be paid by RTGS/NEFT/Online or
Demand draft or Banker’s Cheque or Pay order or Bank Guarantee, otherwise
RTGS/NEFT/online
C. In case of payment through RTGS/NEFT/ Demand Draft/ Banker's Cheque/ Pay Order,
the scanned copy of original document/Payment slip shall have to be uploaded with
D. Tenders no accompanied by EMD shall be rejected.
E. If during the tender validity period, i.e. 180 days, the tenderer withdraws his tender,
the EMD shall be forfeited and the tenderer may be disqualified from tendering for
future works of GETCO. Validity of the offer for 180 days from the date of opening of
the technical bid
F. The EMD will be returned promptly to the unsuccessful tenderer. The EMD will be
returned to the successful tenderer after he furnishes the Security Deposit for
performance and duly enters into the contract. If he fails to furnish the SD or to
execute the contract for the work offered to him, his EMD shall be forfeited and the
tenderer may be disqualified from tendering for further works for GETCO.
9 Quality Assurance
G. All the Bidders shall be required to pay EMD, except those who are exempted as per
Industries & Mines Department, GoG New Purchase Policy Resolution No.
SPO/1095/2636(97)/CH dated 23.09.1997 for Small and Micro Scale Industries.
H. In cases, where EMD need not to be paid, valid exemption Certificates Duly Notarized
has to be produced / attached in place of EMD documents as per the Tender Terms
and Conditions.
I. The Micro and Small Scale Industrial (manufacturing) Units registered under Small
Scale Industries of Gujarat State and holding subsequent registration with CSPO / NSIC
/ DGS&D, Registration Certificates for the item under Tender will be eligible for
exemption from payment of EMD on submission of attested copies of their SSI (SSI/
MSME Part-II) & CSPO / NSIC / DGS&D Registration Certificates in EMD Cover. This
benefit of exemption will not be admissible if they take part in the tender indirectly
either through their dealers, agents, distributors or other intermediators.
J. The Certificates should indicate the manufacture of items offered.
K. Government or Semi-Government Organizations, which are being run departmentally
& are not Limited Companies, will be eligible for exemption from payment of EMD.
L. Participant not covered under these categories mentioned at Clause No.2.8 will have
to pay EMD compulsory, as prescribed below, failing which the “Bid” will be treated
as “Disqualified Bid” and automatically stand as “Rejected Bid” at the time of opening
of Preliminary / Technical Bid.
(A) Guarantees issued by the following Banks will be accepted as SD / EMD on permanent basis.
1. All Nationalized Banks.
(B) Guarantees issued by following Banks will be accepted as SD /EMD for the period up to
March31,2027 Or the issuance of new Government Resolution on the same subject whichever is
earlier. The validity cut – off date in GR is with respect to date of issue of Bank Guarantee is
irrespective of date of termination of Bank Guarantee.
No. Bank Name No. Bank Name
1 AXIS Bank 23 South Indian Bank
2 AU Small Finance Bank 24 Standard Chartered Bank
3 Bandhan Bank 25 Tamilnad Mercantile Bank
4 City Union Bank 26 Ujjivan Small Finance Bank
5 CSB Bank 27 YES Bank
6 DBS Bank India Limited 28 Ahmedabad Mercantile Co-Op Bank
7 DCB Bank 29 Nutan Nagrik Sahkari Bank Ltd.
8 Dhanlaxmi Bank 30 Rajkot Nagrik Sahkari Bank Ltd
9 Equitas Small Finance Bank 31 Saraswat Co-Operative Bank Ltd
10 FEDERAL Bank 32 SBPP Co-operative Bank Ltd.
11 HDFC Bank 33 SVC Co-Operative Bank Ltd.
12 HSBC Bank 34 The Cosmo Co-Op Bank Ltd.
13 ICICI Bank 35 The Gujarat State Co-Operative Bank
14 IDBI Bank 36 The Surat District Co-Operative Bank
15 IDFC First Bank 37 The Surat People’s Co-Op. Bank Ltd
16 IndusInd Bank 38 The Baroda CentraI Co-operative Bank
17 Jammu and Kashmir Bank 39 The Panchmahal District Co-Operative Bank
18 Jana Small Finance Bank 40 The Kalupur Commercial Co-Op. Bank
19 Karnataka Bank 41 The Rajkot Commercial Co-operative Bank
20 Karur Vysya Bank 42 The Banaskantha Mercanttile Co-op. Bank
21 Kotak Mahindra Bank 43 Gujarat Gramin Bank
10 Quality Assurance
(A3) COMPLETION PERIOD:
“The time limit for the completion of the above work will be 02 (Two) calendar months
from the commencement of the work, which will be given separately by engineer in
charge as per tender condition.”
One month additional will be considered for the rainy season if the scheduled execution
period falls within the period from 1st July to 31st October. In case the duration of execution
is not exactly falls for a period of 1st July to 31st October, the proportionate days shall be
given based on the duration falls between periods 1st July to 31st October. e.g.
if entire duration falls between 1 st July to 31st October, 30 days allowable towards rainy
If the execution period falls short by four months, then the proportionate days shall be
calculated based on following formula:
Delay allowable on account of rainy period = 30 x N /
Where N=Number of days falling between period 1st July and 31st October.
Note: While applying this formula no extension of time limit shall be permitted on account of
delay due to rain.
15 days additional will be considered where hard rock strata are available.
Delay due to power supply will be considered in TLE only if the agency applies for power
supply to DISCOM within 5 days from the date of issue of LOI. It is necessary for the bidders to
apply within first 5 days from the date of LOI for temporary power connection considering
days required by Distribution Company to provide the power connection as per their SOP,
making thereby availability of power supply on 10th day of LOI.
Any delay in making the application for temporary power connection beyond initial 5 days
shall be on account of bidder.
(A4) SECURITY DEPOSIT:
As per prevailing rules of the Corporation, 5% of the contract value shall be paid as ‘Security
Deposit’. As per Government of Gujarat, vide circular No. JNV.10212/520A dtd. 26.06.2012&
GERC audit report; contractor has to pay 100% SD upon placement of LOI within 10 days.
Therefore, successful bidder shall have to enter contract agreements along with 100% of S.D.
shall be paid at C. O. Gondal within 10 days from receipt of letter of intent either
a) In form of DD in favor of "Gujarat Energy Transmission Corporation Ltd.” of any
Nationalized Bank payable at Local Branch GONDAL.
b) In form of Bank Guarantee of any Nationalized Bank as per the approved format (attached)
of the Corporation valid for minimum period of time limit plus guarantee period of one
The security deposit will be refunded only after the completion of 1 year guarantee period
of work completed or finalization of final bill whichever is later.
If Security Deposit is not paid within 10 days of issue of LOI, EMD paid will be forfeited
and Corporation will not deal with party for the period of two years.
(A5) OTHER INSTRUCTIONS:
1. Tenders must be submitted in the enclosed schedule of work & quantities. Those received in
any other form will not be accepted. They should be accompanied by a covering letter in which
11 Quality Assurance
the bidder should give all information as called for in the specifications & any other point
which he would like to be considered along with the tender.
2. The Schedule-B shall be filled up with the quoted % above or below & shall be submitted online
3. The bidders shall note that no deviations from the technical specifications or commercial
conditions with this bid are acceptable & it will be presumed that the bidder agrees entirely
with the specifications & general terms &conditions of the contract.
4. The Corporation reserves the right to accept any tender irrespective of whether it is lowest or
not or to reject all the tenders without assigning any reasons thereof. Tenders departing from
the technical Specification or the method of bidding in a radical manner may also be rejected.
5. On acceptance of the tender the name(s) of the accredited representative(s) of the tenderer
who would be responsible for taking instructions from the Engineers of the Corporation shall
be communicated to the Superintending Engineer (AM), Gujarat Energy Transmission
Corporation, Circle Office, Gondal –360311.
6. Proof of payments of taxes made by the Contractor to the appropriate departments shall
be produced to Gujarat Energy Transmission Corporation failing which appropriate amount
shall be withheld on getting information / instruction from the concerned departments.
6 A: Goods and Service Tax (GST)
The F.O.R. Destination prices are excluding GST and Cess as applicable which will be paid
extra on a given taxable goods and/or services within the original contractual delivery period.
The amount and % of GST and Cess as applicable should clearly be indicated separately.
(GST/Cess means all applicable Tax/Cess under GST Laws. GST Laws means IGST Act, GST
(Compensation to the State for Loss of Revenue) Act, CGST Act, UTGST Act and SGSCT Act,
2017and all related ancillary legislations).
Bidder shall have to submit a C.A Certificate& duly authorized Signatory of successful bidder,
certifying that you have not claimed Refund of any applicable GST and Cess, charged to
COMPANY or shall not claim any such Refund, on a future date, from the concerned Authorities
and if, any Refund, in respect of such GST and Cess, is claimed by you, it will be immediately
passed on to the COMPANY, without COMPANY making any specific Claim, for the same, either
from the Department or from you.
The offers having price INCLUSIVE OF GST and Cess is likely to be rejected if the rate of GST
and Cess is not mentioned clearly unless the bidder has opted for Composition Scheme under
GST Act, which should be clearly indicated in the price bid. COMPANY may at its discretion
consider such offer with presumption of highest applicable rate of VAT/GST/Cess prevailing
when the price quoted is inclusive of GST and Cess.
If the Supplier/Contractor has opted for the Composition scheme of GST, the same must be
clearly specified with valid Declaration & Certificate from Department. In the event of
withdrawal/cessation of the Supplier from Composition scheme during the tenure of the
contract, the rate mentioned in the price bid shall be final and any additional GST will have
to be borne by the tenderer. In no case additional amount towards tax or otherwise will be
paid / reimbursed to supplier/contractor. Further Statutory Variation clause will not be
applicable in case of Supplier / Contractor has opted for Composition Scheme under GST
Supplier/Contractor should charge GST in Invoice at the rate as agreed to / mentioned in
acceptance of tender only and any deviation in the same shall not be accepted. Further, any
additional liability of GST (later on due to wrong mentioning of GST rate, mis-interpretation
of HSN/SAC Code, etc.) over and above as charged in the invoice shall be borne by the
Supplier/Contractor. However, any refund received by the supplier / contractor on account of
GST charged from the company; such refund shall have to be passed on to the company, along
with interest if any. Such refund along with interest needs to be passed on suo-moto by the
supplier / contractor.
Further, the Company has a right to recover the amount of GST along with penal interest at
the rate of 18% per annum if GST charged is not paid / short paid to the government or fail to
12 Quality Assurance
upload the details or uploads inaccurate particulars on GSTIN portal by the Supplier /
Contractor within the stipulated time limit.
In case, Govt. revises the rate of GST rate / Code during the tenure of the contract, the
provision of GUVNL’s statutory variation clause shall apply.
6 A-2: STATUTORY VARIATION:
Any statutory increase or decrease in taxes and duties including GST and cess as applicable or
in the event of introduction of New tax/cess or cessation of existing tax/cess subsequent to
suppliers offer if it takes place within the original contractual completion date will be to
company’s account subject to the claim being supported by documentary evidence. However,
if any decrease takes place after the contractual delivery date the advantage will have to be
passed to the company.
6 B WELFARE CESS: -
1. As per the Welfare Cess Act, the welfare cess @ 1% is applicable on supply and erection
items for supply, erection, testing & commissioning of substation, transmission lines,
EPC/Turnkey projects and civil works.
2. Contractor shall get registered under Welfare Cess Act before commencement of work.
Office of the Factory Inspector is authorized at present as a registering authority.
quote accordingly.
4. GETCO shall pay the welfare cess by way of reimbursing to contractors on production of
documentary evidence of payment.
5. The contracts for which supply or part supply of material are in the scope of GETCO, then
contractors shall deposit welfare cess on estimated cost of supplied items to GETCO on
progressive basis of utilization. As this part of welfare cess is on GETCO account, the same shall
be reimbursed to the contractor on receipt of request letter along with documentary evidence
of payment. For calculation of welfare cess on supply part, valuation as per MR shall be taken
and informed to the contractor for payment. This will be over and above the A/T value.
The modality of payment/ reimbursement of welfare cess will be as under.
6. On receipt of A/T, the contractor / bidder will get them registered under Welfare Cess Act
and submit the documentary evidence to the concern office.
7. Before release of payment of first R.A.Bill, the contractor has to submit the documentary
evidence of registration. Only thereafter, the bill will be processed for payment.
8. Before release of payment of subsequent R.A.Bills, the contractor has to submit the
documentary evidence of payment of welfare cess of previous R.A.Bill.
9. Before release of payment of final bill, the contractor has to submit documentary evidence
of payment of welfare cess of previous R.A.Bill as well as of this final bill.
10. If the R.A.Bill happens to be first and final bill, then before release of payment, contractor
has to submit documentary evidence of registration under Welfare Cess Act and evidence of
payment of welfare cess.
11. The welfare cess shall be reimbursed to the contractor on submission of copy of
documentary evidence of payment by observing due formalities.
12. The contractor will have to give indemnity bond for material on Non-Judicial Stamp paper
of value Rs. 300/-to GETCO as per attached format. The cost of stamp paper will be borne by
the contractor.
13. The contractor will have to give safety cum indemnity on Non-Judicial Stamp paper of value
Rs. 300/- as per attached format. The cost of stamp paper will be borne by the contractor.
14. Also the successful bidder will have to execute Agreement on stamp paper of value Rs.300/-
at our Circle office, GETCO, Gondal before commencement of works as per GETCO’s prescribed
Performa. The cost of stamp paper will be borne by the contractor.
15. 10 % amount of bill will be retained from each RA bill for the work executed after the
scheduled date of completion and on finalization of time limit extension by competent authority;
this amount will be released after deducting amount towards the time limit penalty if any.
16. As regard damage the materials, equipment and worker of the contractor, he himself will
be responsible. If there is any compensation to be paid in respect of “WORKMAN” compensation
13 Quality Assurance
act of any other statutory provisions, the same will have to be paid by the contractor direct. If
he thinks fit he may take necessary insurance cover, at his cost.
17. The quantum of the work as mentioned in estimate/ schedule – ‘B’ is tentative and it can
be varied or differed as per site condition. The payment shall be made only on actual work
executed or order quantity, whichever is less.
18. The tenderer will be abided by and fulfill all the terms and provisions of the “Tender &
Contract” for works as applicable and incase of any default there to the GETCO shall forfeit the
SD or any other action as may be decided by Superintending Engineer, Gondal.
19. The cost of damages, if any will be recovered from the Contractor’s bill. The assessment of
which will be done by field Engineer at his sole discretion and his decision shall be binding to
the contractor and shall be considered as final and unchallengeable.
20. GETCO shall deduct the Income Tax and other taxes as per prevailing rules from each and
21. No part rate or reduced rate shall be allowed in final bill.
22. The contractor has to follow all labor laws, safety rules and regulations. The GETCO does
not take any responsibility in case of accident or injury to the workers. The safety/ security of
men, materials and equipment’s shall be sole responsibility of the contractor.
23. No higher rate or revised rate will be applicable for the work, if work is held up/ closed due
to whatever so reasons.
24. GETCO will not pay any idle charge for any site conditions or any circumstances.
25. For shortages of any materials issued by the GETCO for the work, recovery shall be made
from you, on the basis of prices of the materials (prevailing on the date of settlement of
materials account) plus 15 % supervision charges plus GST as applicable.
6C: INPUT TAX CREDIT BENEFIT:
In the event of any statutory increase in the rate of Input Tax Credit and / or due to inclusion
of any other additional item of their inputs / input services under the ambit of the Input
Tax Credit provisions under the GST Act, subsequent to the date of submission of the offer,
the same should be passed on to COMPANY and you should inform such changes to COMPANY
from time to time.
6D: PENALTY FOR DELAY:
Penalty for delay, the contractor shall pay compensation, an amount equal to half percent
per one week for the contract amount of work. However, the total amount of compensation
per one week for the contract amount of work. However, the total amount of compensation
to be paid by the contractor, under the provision of the clauses shall not exceed 10 percent
of the amount of contract value as decided by the competent authority of the GETCO. The
penalty will be invariably deducted from the bills of the contractor and no refund will be
given unless the competent authorities approves the reduction the reasons for delay
attributable to GETCO as well as to party will be brought out clearly while putting the
proposal for waiver reduction in penalty. Penalty will be levied as par tender condition plus
GST as applicable will be imposed.
6E : Contractor’s Default:
If the Contractor shall neglect to execute the work with due diligence and expedition or
shall refuse or neglect to comply with any reasonable order given to him, in writing by
Engineer in connection with the works or shall contravene the provisions of the contract,
the owner may give notice in writing to the contractor to make good the failure, neglect or
contravention complained of should the contractor fail to comply with the notice within
days from the date of serving the notice, then and in such case the owner shall be liberty
to employ other workmen and forthwith to execute such part of the work as the contractor
may have neglected to do or if the owner shall think fit, without prejudice to any other
right he may have under the contract to take the work wholly or in part out of the
contractor’s hand and re-contract with any other person or persons to complete the work
or any part thereof and in that event the Owner shall have free use of all Contractor’s
equipment that have been at the time on the site in connection with the works without
being responsible to the contractor for fair wear and tear thereof and to the exclusion of
any right of the contractor over the same, and If the sum that the contractor is entitled
14 Quality Assurance
to be paid plus the costs incurred by the owner in completing the works, exceeds the
contract price or the entire works if entire works have been completed or the price for
part of the work if part of the work have been completed, the contractor shall be liable
for such excess.
If such excess is greater than the sums due to the contractor, the contractor shall pay
the balance to the owner and if such excess is less than the sums due to the contractor,
owner shall pay the balance to the contractor. For facilitating such payment, over shall
encash the Bank Guarantees of contractor available with Owner’s retain such other
payments due to the contractor under the contract in question or any other contract
that the owner’s may have with contractor. Such payment of excess amount shall be
independent of the liquidated damages for delay which the contractor shall have to pay if
the completion of work is delayed.
6F “RIGHTS OF THE POWER:
Whenever any claim for payment of a sum of money arises out of or under the contractor
against the contractor, the Owner shall be entitled to withhold and also have a lien to retain
such sum or sums in whole or in part from the security, if any, deposited by the contractor
and for the purpose aforesaid, the Owner shall be entitled to encash and withhold the
amount of Performance Bank Guarantee or other security, if any, furnished as the case may
be. The Owner shall also have a lien over the same pending finalization or adjudication of
any such claim. In the event to the security is insufficient to cover the claimed amount or
amounts, the Owner shall be entitled to withhold and have lien to retain to the extent of
the such claimed amount or amounts referred to above, from any sum or sums found payable
or which at any time thereafter may become payable to the contractor under the same
contract with the owner or GUVNL or its subsidiary companies pending finalization or
adjudication of any such claim.
6G Lien in respect of Claims in other Contracts:
A. Any sum of money due and payable to the contractor (including the security deposit) under
the contract may be withheld or retained by way of lien by the Owner against any of its
claim in respect of payment of a sum of money arising out of or under any other contract
made by the Contractor with the Owner or GUVNL or any of its subsidiary companies.
B. It is an agreed that the sum of money so withheld or retained under this clause by the Owner
will be kept withheld or retained as such by the Owner till its claims arising out of the same
contract or any other contract is either mutually settled or determined by the arbitrator or
competent court, as the case may be, and the contractor shall have no claim for interest
or damages whatsoever on this account or on any other ground in respect of any sum of
money withheld or retained under this clause and as may be duly notified to the Contactor.”
Income tax at source at the prevailing rate will be deducted from bills in accordance with
the provision of income tax laws and to that effect, a certificate will be issued to the
7. The successful contractor will have to sign an agreement as per the Gujarat Energy
Transmission Corporation rules on stamped paper & the necessary stamp duty charges shall
be borne by the contractor.
8. The bidder shall visit the site and carefully study the work to be carried. The Corporation
will not pay any extra or rate for any reason in case the contractor claims, after acceptance
of contract, to have misjudged the site condition.
9. The percentage quoted shall include cost towards of all materials, & machinery including
equipment, fixtures, labor, constructional equipment, fuel, scaffolding, staging, ramps,
walkways, approach and haul road, temporary works, etc. bearing permanent or temporary
nature necessary for the completion of the work in all respects, except for those items
specifically mentioned to be furnished by the Corporation. The contractor must also arrange
for the transport of materials & include all such costs in the rates quoted by him for finished
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10. During the execution of the work if it is found that the work is not progressing as per the
Scheduled Progress Program, approved by the Corporation & planned by the Contractor,
due to the reasons attributable to the Contractor; suitable action shall be taken as per
relevant clauses mentioned in General Conditions of Contract.
11. The contract or any part thereof shall not be subject to change without the written
permission of the Superintending Engineer (AM), Gujarat Energy Transmission Circle,
Circle Office, Gondal or their authorized representatives.
12. Tender shall remain open for acceptance for a period of 180 days from the date of Technical
bid opening & during this period no bidder shall be allowed to withdraw their tender. Any
such withdrawals, during the said period will entail forfeiture of the earnest money
deposited with the tender. The GETCO will take further action as deemed fit like not to
deal with bidder in GETCO works.
13. Further information required, if any, can be had from the office of the Superintending
Engineer (AM), Gujarat Energy Transmission Corporation, Circle Office, Gondal. But it must
be clearly understood that the tenders must be received complete in every respects by the
due date & time
14. The notice inviting tender, general instructions to the contractors & all documents of this
tender shall form part of the contract.
15. The works under this contract shall be completed in all respects within stipulated period
from the date of commencement order issued by field office. However, interim mile stones
to be jointly fixed after issue of LOI.
16. Bidders must quote firm price only, till completion of work under contract, & this is to be
confirmed by bidder while submitting their offer. No escalation towards labor and material
/ fuel shall be paid in this execution of contract.
17. Contractor shall pay minimum wages to his laborers as per the Minimum Wages Act, 1948 &
rules there under as applicable from time to time in pursuant to the State Government
notification. The concerned contractor shall submit the details of the payment with due
certificate of LWO/IRO of the Corporation
18. Once the offer submitted will not be returned back for any reason thereof in any case.
19. Each tender shall contain the name, residence & place of business of person or persons
making the tender & shall be signed by the tenderer with their usual signature with seal of
20. Tender by partnerships shall furnish the full names of all partners. It shall be signed with
the partnership name by one of the members of the partnership or by an authorized
representative followed by the name &designation of the person signing.
21. An attested copy of the constitution of the firm with the name of partners shall be
furnished. Whenever, whether in submission of the tender or later in other matters, the
signatures are made by one person on behalf of Directors or a firm or a corporation, an
attested copy of the resolution of the partners or of law shall be supplied by the tenderer
authorizing Witnesses & sureties shall be persons of status & probity, &their names,
occupation & address shall be stated below their signatures. All signatures shall be dated.
22. Tenders by corporation shall be signed with the legal name of the corporation followed by
the name of the state of incorporation & by the signature & designation of the president,
secretary or other person authorized to bind it in the matter with rubber seal of the
23. The GETCO reserves the right to delete any item of Schedule-B for which contractor shall
not have any right to claim on this account.
24. The Bidders shall study the Conditions of site & shall resort to dewatering, where
necessary, by appropriate methods & maintain reasonably dry areas to work at and no
extra claim will be entertaining on this account.
25. The Contractor shall prepare all required roads to execute various items of this Contract
& arrange all transport of materials & all such costs shall be taken care of while quoting
the rates. No extra payments shall be admissible towards such costs. On completion, this
shall be cleared if asked by GETCO at no extra cost.
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26. Gujarat Energy Transmission Corporation shall not entertain idle charges for any site
conditions or any circumstances.
27. The Contractor shall take all requisite & necessary care to observe that no damage is
occurred to the Existing structures, if any. For any damage to the Existing Structures of
Gujarat Energy Transmission Corporation the Contractor shall be held responsible.
28. The submission of any bid connected with these document and specification shall
constitute an agreement that bidder shall have no cause of action or claim against the
GETCO for rejection of their bid. The owner shall always be at liberty to reject or accept
split any bid or bids at their sole discretion and any action will not be called into question
and the bidder shall have no claim in that regards against the owner.
29. By successful submission of bid shall be considered as fully acceptance of all conditions
& specifications mentioned in this tender booklet to bidder.
30. Recoveries:
(I) In case of any damage to equipment/machinery or structure/building of GETCO or any
public property due to negligence’s of contractor or any other reasons attributed to
contractor the decision of E.I.C. regarding the amount of recovery shall be final and
(II) If the contractor fails to execute the proportionate work as per direction of E.I.C. within
the time frame given for completion of part / whole of the work GETCO shall get the work
done through any other contractor and the cost of execution of such work along with 15%
overhead charges shall be recovered from contractor.
31. Notwithstanding anything contained to the contrary in the specification or tenders in
subsequent exchange of correspondence, the conditions of contract shall be binding on the
contractor and any change or variations expressed or implied, however made in the said
conditions shall not be valid or operative unless expressly sanctioned by the Corporation.
The contractor shall be deemed to have fully informed himself and to have special
knowledge of the provisions of the conditions of contract herein contained.
32. Submissions of tender by a contractor implies that he has read the instructions and
condition of contract herein contained and has made himself aware of the scopes and
specifications of the work to be done.
33. These rules and directions shall form part of the contract.
34. Drawings: Drawings required for the works are available with the E.E. (Civil) of Circle
Office GONDAL They are indicative and for tender purpose only. Bidders shall have to
execute the work as per construction drawings issued from time to time by GETCO.
35. Electricity Connection: The electric power, at site, will be made available at one mutually
agreed point, free of cost (connection only) by Gujarat Energy Transmission Corporation
only. Further distribution will have to be carried out by the contractor as per requirements
at their own cost. The necessary consumption charges will be recovered as per the tariff
rate of Gujarat Energy Transmission Corporation from time to time as per Corporation’s
36. The contractor has to make their own arrangement of water for construction activity at
their own cost. The contractor shall be allowed to draw water from bore well / open well
by making their own arrangement such as drilling, pump with all electrical accessories,
pipe line & electricity to run the bore well /open well from the electric power point
provided by DISCOM to them. Water shall be free of cost to the contractor. The electrical
consumption charges to run the bore well / open well shall be borne by the contractor. In
those cases, where in bore well has been constructed at the cost of GETCO as per
contract, even then no water charges shall be charged, however electricity connection &
electricity charges till the completion of work shall be to contractor accounts. In no case,
GETCO is bound to supply water if the ground water sources are not available at site within
37. Tenders / bids received after scheduled time period: The tenders received after time
and date specified in the tender notice, will not be accepted. Once the offer submitted by
the contractor before due date of submission, the contractor will not be allowed to submit
revised / additional / modified / other even before due date. However, if the issue and
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receipt of tender is extended by the Corporation due to any reason, the contractor may
submit the revised offer before due date of submission, if they wish to submit.
38. The work shall be completed within the period stipulated in the contract. However, it may
be noted that drawings shall be released progressively & site clearance arranged
accordingly to the progress of work at site. Therefore, the contractor has to organize &
coordinate the works to suit these. In the event of any delay due to the above or due to
any other reason not attributable to the contractor, reasonable extension in the
completing the work may be given at the discretion & as decided by the Corporation but
no compensation or idle charges will be paid to the contractor under any circumstances.
39. The price bid/proposals will be opened in the presence of the bidder’s representatives who
choose to attend at the date and time and venue to be notified by the GETCO, after
conclusion of the Technical Evaluation and Post Qualification process.
40. GETCO will not issue any material required for the work. All the materials – tools & tackles,
labor etc. will have to be arranged by the contractor.
41. ACCEPTANCE OR REJECTION OF BID
a) The GETCO reserves the right to accept any tender irrespective of whether it is
lowest or not or to reject all the tenders without assigning any reasons thereof.
Tenders departing from the stipulated technical specifications, commercial conditions
or the method of bidding in a radical manner are liable to be rejected.
b) The bid is liable for rejection prima facie, if it is without payment of EMD / Tender
Fee or Payment of EMD / Tender fee in any form other than D.D. / Online payment
not in prescribed form.
c) Not bearing signature of the bidder & seal of the company on all the documents
accompanying the tender.
f) Not confirming to specifications or conditional tender.
g) Received after expiry of the due date & time.
h) Received by telex or telegram or fax.
i) Submitted by bidders who are listed under declaration of ineligibility for corrupt
or fraudulent practices issued by GETCO, Govt. of Gujarat or its Public Sector under
g) Tender not fulfilling all the above conditions and those specified in the documents
attached or incomplete in any respect are liable to rejection.
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Qualification Requirement
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QUALIFICATION REQUIREMENT
Technical Qualification requirement
1. Registration: Bidder quoting for the bid shall have registration in appropriate class
with GETCO/ Central/State Government/ Railway/Semi Govt. Organizations.
2(A) Bidder should have experience of similar works/RCC frame structure works
under single contract as main contractor for minimum of 50% value of estimated
cost of the tender with GETCO/ GEB / Central / State Government / Railway / Semi-
Government / Public Sector Organization within last 5 years.
2(B) Attested Photocopy copy of work orders executed from GETCO/ GEB / Central
/ State Government / Railway / Semi- Government / Public Sector Organization and
satisfactory completion certificate (Form 3A) from respective department should be
3. Annexure-1 to 11 with signature authorized person of firm & stamp of firm (format
is given in this letter)
Financial Qualification requirement:
4. Tender fee & EMD: Payment of Tender fee & EMD.(DD must be from bidder’s bank
5. Power of attorney: Copy of Notarized power of attorney as the case may be.
6. Solvency: Latest bank solvency certificate from any Nationalized/Scheduled Bank of
a sum of minimum 20 % of the estimated cost shown in the tender. The solvency
should be in the name of “To whomsoever it may concern” or “GUJARAT ENERGY
TRANSMISSION CORPORATION LIMITED (GETCO)”.
7. Nature of Firm: Attested copy of Partnership Deed with recent Form-G obtained
from Registrar of firms for the current year, Power of Attorney, if any, for signing
the bid documents in case of partnership firm &self-affidavit for proprietorship firm.
In case the Form-G is not available for current year Affidavit cum Undertaking of the
firm, declaring no change in Form-G is to be submitted. However, this affidavit cum
undertaking should be executed only by partnership firm. The party shall be liable
to give fresh affidavit cum undertaking, after completion of its one year. All such
documents shall have to be NOTARISED.
8. Goods & Service Tax (GST) Registration: The Bidder shall be registered under the
GST Act and a certified copy of such registration under the GST act indicating the
GSTIN shall have to be submitted along with the bid by the bidder.
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9. I.T. PAN CARD: The bidder should submit the attested photocopy of PAN Card of
their fir &Income Tax Return & Balance sheet for last three years.
10. Note: EMD refund application format is given before Price bid in this tender, EMD
refund application on party/company Letterhead in hard copy is also need required
for EMD refund.
HR Qualification requirement:
11. Provident Fund Code:- Separate provident fund code number towards firm
registered with Regional P. F. Commissioner.
12. Annexure -I:- Address check & pf checking for HR Section Getco circle office,
Note: All the required documents submitted / uploaded must be Self-attested by
Note: Above criteria is for scrutiny after opening the technical bid.
However, the GETCO reserves the right to award the work to one or more
bidders, considering their technical and financial capacity OR to reject any
or all tenders or accept any tender without assigning any reason thereof.
Signature of Contractor Superintending Engineer
Am Circle Office,
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CHECK LIST OF DOCUMENTS SUBMISSION
Mandatory to upload on-line only (.pdf file)
No. Particulars
1 Scan of Tender Fee Online payment receipt
2 Scan of EMD Online payment receipt
3 Firm Registration document as Approved Contractor in Appropriate Class
Work completion certificate in Form No.3-A (Experience Certificate as
main contractor) only as Per Qualification Requirement
5 Bank Solvency Certificate
6 Provident Fund Code Number Documents
7 GST Registration Number Documents
Income Tax Return, Profit Loss Accounts and Balance sheet of Last Three
Financial Years
9 Nature of Firm:
Partnership deed/Latest Form-G/ POA/Authorized Signatory Certificate for
Self-Affidavit/POA/Authorized Signatory Certificate for Proprietorship
10 PAN Number Document
11 Duly signed of Filled Annexure / Annexure 1 to
12 Duly signed Integrity Pact (Page no.05)
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AFFIDAVIT CUM UNDERTAKING
(On Rs.300/- stamp paper duly notarized)
We, Shri __________________ (names of all partners and POA holder) of M/s. __________
(name of partnership firm) having registered place of business at ______________ do
hereby solemnly state and affirm on Oath as under:
1. That Form G up to last entry dated __________ has been submitted to GETCO by us.
2. That since this Form G is not of current year, it is affirmed that whatever entries
specified by Registrar of Firms in this submitted Form G is true and correct and that,
there is no any modification or change in any of the partners or other details. It is
further affirmed that we are liable &bound to disclose to GETCO immediately, if there
is any change and/or modification in partnership of this firm.
3. That if GETCO finds any undisclosed modification/amendment in partners or other
details at any time, then they shall be entitled to take any legal action against us /
partnership firm. GETCO shall be empowered to step-deal and /or black-list our firm
for any contract, at such instances.
4. That whatever stated in aforesaid paras and contents therein are true and correct
and shall be binding on all the partners of this partnership firm, which includes their
heirs, representative, assignees, executors etc.
Hence solemnly affirmed on this _________day of ______ months of 2026_______at
(Name& sign of all partners
/ or POA Holders)
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GENERAL CONDITIONS OF CONTRACT
24 Quality Assurance
(C) GENERAL CONDITIONS OF CONTRACT
1. Definitions:
(a) The Contract means the documents forming the tender and acceptance thereof, together
with the documents referred to therein or individual work order in the case of term contract,
including these conditions, schedules and / or additional conditions attached to the form of
tender or individual work, order, rate schedule, the specifications and the drawings and all
these documents as applicable taken together shall be deemed to form the contract.
(b) The “Tender Document” means the form of tender, the applicable schedules and/or
additional conditions and the specifications and/or drawings as issued to the contractors for
the purpose preparing tender.
(c) The expression “works” or “work” when used in the conditions of contract shall, unless
there be something in the subject or context repugnant to such construction means, the works
or the work contracted to be executed under or in virtue of the contract whether original or
(d) The “Contractor” means the individual, firm, or company, whether incorporated or not,
undertaking the works and shall include their or its legal personal representative, successors
and permitted assignees.
(e) “Corporation” means the Gujarat Energy Transmission Corporation Ltd. and the
“Accepting Officer” means the officer who is authorized to sign and signs the contract on
behalf of the “Corporation.”
(f) The letter “EE” means Executive Engineer who in the case of measurement and lump sum
contract, direct the contractor and the letters “ACE” means “Add Superintending Engineer”
and “CE ” means “Superintending Engineer” who administers and in the case of the term
contracts directs the contract.
(g) The “Engineer-in-charge” means all officers of the Corporation appointed by the
Superintending Engineer to supervise the works or part of the works.
(h) “Approved” and “Directed” means the approval or direction of the Superintending
Engineer to Superintending Engineer or the person deputed by him for the particular purpose.
(i) “B.S.” means the “British Standard” as issued by the British Standards institution. “A.S.”
means the American Standards as issued by the American Standard Institutions and “I.S.”
means the “Indian Standards” as issued by the Indian Standards Institutions. Wherever the
above-mentioned abbreviations are preferred to, in the specifications and / or work orders,
they mean the addition with all amendments current at the date of issue of tender documents
of work orders.
In the case of measurement and terms of contracts “Specifications” means those contained in
Gujarat Energy Transmission Corporation Ltd. schedule together with any amendments etc.
embodied in the tender documents, “Drawings” refer to those accompanying the tender
documents and/or any work orders referred therein.
(j) The “Contract Sum” means the sum accepted or the sum calculated in accordance with
the prices accepted in the tender and/or the contract rate as payable to the contractor for
the full and entire executing and completion of works.
(k) “The date of completion” is the date or dates of completion of the work or any part of
the works set out or ascertained in accordance with the individual work orders and the tender
documents or any subsequent agreed amendments thereto.
(l) GST/Cess means all applicable Tax/Cess under GST Laws. GST Laws means IGST Act, GST
(Compensation to the State for Loss of Revenue) Act, CGST Act, UTGST Act and SGSCT Act,
2017and all related ancillary legislations.
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2. Security Deposit
The contractor shall, within 10 days of the issue of Letter of Intent, pay 5 % as Security Deposit
along with Contract agreements; The Bank Guarantee from schedule bank in lieu of cash or
government securities towards Security Deposit will be accepted providing amount of Security
Deposit payable exceeds Rs. 1,00,000/-.All damages, costs, charges, expenses and other sums
which may be or may become due or payable by the contractor to the Corporation under the
terms of the contract may be deducted from the cash in the proceeds of sale of the
Securities/Bank Guarantee to deposited (which the officer or person to whom the same may be
endorsed as aforesaid is hereby authorized to sell / to encash for that purpose) or from the
interest of any such securities of from any sums due or which may become due to the contractor
by the Corporation or from the whole or the balance unpaid as aforesaid of the encash securities
so deposited being repaid or transferred and returned as may be to contractor after the date on
which the final bill is paid or after the expiry of the date up to which the contractor has to
maintain the work in good order whichever is later.
“For Water Proofing Treatment:-
The contractor shall submit performance guarantee of the waterproofing item at the rate of 20%
of cost of item of work order in the form of DD or in the form of BG of Schedule Bank /
Nationalized Bank in favor of GETCO (A/c Agency) for a period of 5 years from actual date of
completion of work on non-judicial stamp paper of appropriate value in approved format of
GETCO. In the event of unsatisfactory performance of waterproofing work, the agency shall carry
out necessary remedial/rectification works that may be necessary in the opinion of GETCO at no
extra cost, failing which BG shall been cashed by GETCO. The BG shall be released only after
satisfactory completion of performance period of 5 years.”
“For Anti-termite Treatment:-
The contractor shall submit performance guarantee of the anti-termite treatment item at the
rate of 20% of cost of item of work order in the form of DD or in the form of BG of Schedule Bank
/ Nationalized Bank in favor of GETCO (A/c Agency) for a period of 5 years from actual date of
completion of work on non-judicial stamp paper of appropriate value in approved format of
GETCO. In the event of unsatisfactory performance of anti-termite treatment work, the agency
shall carry out necessary remedial/rectification works that may be necessary in the opinion of
GETCO at no extra cost, failing which BG shall be encashed by GETCO. The BG shall be released
only after satisfactory completion of performance period of 5 years.”
3. PENALTY FOR DELAY: - The bidder should note that the completion time allowed for carrying
out the work should be strictly observed. Any delay that may take place in Civil works beyond
contractual cutoff date stated as per stipulated delivery period shall be subject to the penalty
½% per week plus GST as per applicable or part thereof on delayed portion of work and / or
supply value subject to ceiling of 10% of the total contract value plus GST as per applicable will
In event of failure of the Contactor to pay the amount of Penalty as demanded, the
Owner shall be entitled to deduct the amount of Penalty for delay from the amounts payable to
the Contractors under any bills raised under this contract or any other amount payable under any
other contract with the GUVNL and its Subsidiary Companies i.e. GETCO, GUVNL, GSECL, MGVCL,
DGVCL, PGVCL, UGVCL. It is permissible for the Owner to adjust the amount of Penalty of delay
against any Bank Guarantee furnished by the Contractor under this contract or any other contract
with GUVNL and/or its subsidiary companies.
4. Compensation for the delay
The time limit allowed for carrying out the work as entered in the tender shall strictly
observed by the contractor and shall be reckoned on the 10th day of issuance of DOC. The
work shall throughout the stipulated period of contract proceeds with due diligence (time
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being deemed to be essence of contract) and for delay, the contractor shall pay compensation
@ 0.5% plus GST as applicable per week or part thereof on delayed portion subject to
maximum 10% plus GST as applicable of the Total contract value of the civil works (End cost
with GST & cess as applicable). For calculating the delayed portion, date of work completion
mentioned in work completion certificate shall be considered.
5. Action when whole of Security Deposit is forfeited
In any case in which under any clause or clauses of this contract the contractor shall have
tendered himself to pay compensation amounting to the whole of their security deposit (whether
paid one sum or deducted by installments) or in the case of abandonment for the work owing to
serious illness or death of the contractor or any other cause, the Executive Engineer on behalf of
the Corporation, shall have powers to adopt, (a) below and any of the following courses under
(b) and (c) as he may deem best suited to the interest of the Corporation.
(a) To rescind the contract (for which rescission notice of 10 days) in writing to the contractor
under the hand of the Executive Engineer shall be conclusive evidence and in that case the
security deposit of the contractor shall stand forfeited and absolutely at the disposal of the
(b) To employ labour paid by the Corporation, to supply materials to carry out of the works or
any part of the works debiting the contractor with the cost of the labour and the price of the
materials (as to the correctness of which cost and price the certificate of the Executive
Engineer shall be final and conclusive against the contractor) and crediting him with value of
the work done, in all respects in the same manner and at the same rates as if it had been
carried out by the contractor under the terms of this contract and in that case the certificate
of the Executive Engineer as to the value of the work done shall be final and conclusive against
the contractor.
(c) To order that the work of the contractor be measured up and to take such part thereof, as
shall be unexecuted, out of his heads and to give it to another contractor to complete, in
which case, any expenses, which may be incurred in excess of the sum, which would have been
paid to the original contractor, if the whole work had been executed by him as to the amount
of which excess expenses the certificate in writing of the Engineer-in-charge shall be final,
conclusive and shall be borne and shall be paid by the original contractors and shall be
deducted from any money due to him by the Corporation under the contract or otherwise from
their security deposit of the proceeds sale thereof or a sufficient part thereof.
(d)In the event of the above courses being adopted by the Executive Engineer the contractor shall
have no claim to compensation for any loss sustained by him by reason of their having
purchased or procured any materials or entered into any engagements or made any advances
on account of or with a view to the execution of the work or the performance of the contract.
And in case the contract shall be rescind under the provision aforesaid, the contractor shall
not be entitled to recover or be paid any sum for any works thereof actually performed by him
under this contract unless and until the Executive Engineer shall have certified in writing the
performance of such works and the amount payable to him in respect thereof and he only be
entitled to be paid the amount so certified.
6. Notice for unsatisfactory progress
If the progress or a particular portion of the work is unsatisfactory the Executive Engineer
whose decision shall be final, shall notwithstanding that the general progress of work is
satisfactory; be entitled to take action under Clause 4(c) after giving the contractor 10 days’
notice in writing and the contractor will have no claim for compensation for any loss sustained
by him owing to such actions.
7. Action in the case of Default by Contractor
If any case in which any of the powers conferred upon the Executive Engineer by Clauses 4 and
5 hereof, shall have exercised and the same shall not have been exercised, the non-exercised
thereof shall not constitute a waiver of any of the conditions hereof and such powers shall not
withstanding be exercisable in any further case of default by the contractor for which, by any
27 Quality Assurance
clauses hereof, he is declared liable to pay compensation amounting to the whole of his
security deposit and liability of the contractor for past and future compensation shall remain
unaffected in the event of the Ex. Engineer taking action under sub clause (a) or (c) of Clause
4 he may, if he so desires, take possessions of all or any tools, plants, materials, and stores in
such upon the work or the site thereof belonging to the contractor, or procured by him and
intended to be used for the execution of the work of any part thereof paying for allowing for
the same in account at the contract rates, or in the case of a contract rates not being
applicable to current market rates to be certified by the Executive Engineer whose certificate
thereof shall be final. In the alternative, the Executive Engineer may by notice in writing to
the contractor or his clerk of works, foremen or other authorized agent, require him to remove
such tools, plants, materials or stores from the premises within a time to be specified in such
requisition to decisions to the contractor failing to comply with any such requisition, the
decision of the Executive Engineer as to the expenses of any such removal and the amount of
the proceed and expense of any such sale, be final and conclusive against the contractor.
8. Extension of Time Limit
If the contractor shall desire an extension of the time limit for completion of the work on the
ground of his having been unavoidably hindered in its execution or on any other ground, he
shall apply in writing to the Executive Engineer and the Executive Engineer may, if in his
opinion there are reasonable grounds for granting extension, recommend such extension as he
may think necessary or proper. The decision of the competent authority in this regard shall be
final and binding to the contractor. Any delay attributed to Corporation shall be compensated
only by way of extending the limit.
9. Completion Certificate
On completion of the work the Contractor shall be furnished with Completion Certificate by
the Executive Engineer of such completion but no such certificate shall be given nor shall be
the work considered to be complete until works are taken over and/or duly tested and put to
operative as the case may be, nor until the work shall have been measured by the Engineer-
In-Charge or where the measurement have been taken by his subordinated until they have
received the approval of the Executive Engineer the said measurement being binding and
conclusive against the contractor.
10. Effect of the Certificate
No payment shall be made for any work estimated to cost less than Rs.1,000/- till after the
whole of said work shall have been completed and certificate of completion given. But in the
case of works estimated to cost more than Rs.1,000/- Contractor shall on submitting a
monthly bill thereof, be entitled to receive payments. Proportionate to the part of the work
then approved and passed by the Engineer-in-charge, whose certificate of such approval and
a passing of the sum requiring bad, unsound, imperfect or unskillful work to be removed and
taken away and reconstructed or rejected nor shall any such payment be considered as
admission of the due performance of the contract or any part thereof in any respect of the
accruing of the claim nor shall conclude, determine or effect in any way the powers of the
Engineer-in-charge as to the final settlement and adjustment of the accounts otherwise or in
any other way, vary or affect the contract. The final bill shall be submitted by the contractor
within one month of the date fixed for completion of work. Otherwise the certificate of
Engineer-in-charge of the measurement and of total amount payable for the work shall be final
Engineer-in-charge of the measurement and of total amount payable for the work shall be final
and binding on all parties.
11. Payment to Contractors
The rates for several items of works estimated to cost more than Rs.1,000/- agreed to within
shall be valid only when the item concerned is accepted, having been completed full, in
accordance with the sanctioned specification. In case, where the items of the work, are not
accepted, as so completed the Engineer-in-charge, may make payment on account of such
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items at such reduced rates, as he may consider reasonable in the preparation of final or
running accounts bills.
11-A- APAYMENT TERMS UNDER MSME ACT:
Bidders have to update their MSME detail on GETCO's website by following link https://
qetco.co.https://qetco.co.in/msme/ (and intimate to concern bill submitting office with copy
to this office).
(2) The payment will be made within 45 days from the ***date of acceptance or the "date of
deemed acceptance of goods or services i.e. After submission of all required documents as per
at Terms & time to time circular issued by GETCO's corporate Office as well as statutory
requirement to process the Bill.
Date of acceptance means-
(a) The day of actual delivery of goods or the rendering of services: or
(b) Where any objection is made in writing by the buyer regarding acceptance of goods or
services. The day on which such objection is removed by the supplier.
*** “Date of deemed acceptance” Means, where no objection is made in writing by the buyer
regarding acceptance of goods or services within fifteen days to the delivery of the goods or
the rendering of services, the day of the actual delivery of goods or the rendering or services.
The Bill shall be submitted by the contractor each month on or before the date fixed by the
Engineer-in - charge, for all works, executed in the previous month and the Engineer-in-charge
shall take or cause to be taken the requisite measurement for the purpose or having the same
verified and the claim so far as it is admissible, shall be adjusted, if possible, within ten days
from the presentation of the bills. If the contractor does not submit the bill, within the time
fixed, as aforesaid, the Engineer-in-charge may depute a subordinate to measure up the said
work in the presence of the contractor or his duly authorized agent, whose counter signature
in the measurement shall be sufficient warrant and the Engineer-in-charge may prepare a bill
from such list which shall be binding on the contractor in all respects. GETCO shall make effort
for the payment of bills (RA & final bills) as early as possible, however no interest is payable
on bill amount if there is delay in payment of GETCO for whatever reason.
13. Supply of Materials to Contractor
If the specification of the estimated work provides for use of any special description of
material to be supplied from the Corporation’s Stores or if it is required that the contractor
shall use certain stores to be provided by the Engineer-in-charge (such material and stores and
the prices to be charged thereof as here in after mentioned being so far as practicable for the
convenience of contractor but not so as in any way to control, the meaning or effect of the
contract specified in otherwise or from the security deposit or the proceeds of sale thereof if
the deposit is held in Government Securities the same or a sufficient portion thereof, shall be
sold for the purpose. All materials supplied to the contract shall remain the absolute property
of Corporation and shall on no account be removed from the site of the work and shall at all-
time be open to inspection by the used by him or for any wastage in or damage thereto. The
contractor shall be responsible for the loss, destruction or deterioration of the materials,
stores or articles supplied to him by the Corporation even if such loss, destruction or
deterioration has occurred under any circumstances whatsoever beyond his control as if the
materials, stores or articles so supplied were his property.
14. Works to be executed in accordance with specifications, drawings, orders etc.
The contractor shall execute in whole and every part of work in the most substantial and
workmanlike manner and both as regarding materials and in every other respect in strict
accordance with the specification. The Contractor also shall confirm exactly, fully and
faithfully to the designs, drawings and instructions in writing relating to the work signed by
the Engineer-in - charge and lodged in his office and to which the contractor shall be entitled
to have access for the purpose of Inspection at such office, or in the site of the work, during
office hours and the
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Contractor shall, also if he so requires, be entitled at his own expenses to make or cause to
be made copies of the specification, and of all such designs, drawings and instructions as
15. Alteration in Specifications and Designs not to invalidate Contracts.
The Executive Engineer shall have powers to make any alteration, or addition to the original
specification 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 in this connection which may be given to him in writing,
signed by the Engineer-in-charge and such alterations shall not invalidate the contract. Any
additional work which the contractor may be directed to do in the manner above specified as
part of the work shall be carried out by the contractor on the same conditions in all respect
on which he agreed to do the main works, and at the same rates as are specified in the tender
for the main work. Where, however, the works is to be executed according to the designs,
drawing and specifications recommended by the contractor and accepted by the competent
authority, the alteration above referred to shall be within the scope of such designs, drawings,
and specifications appended to the tender.
16. Rates for works not entered in Estimate or Schedule of Rate of the District
If the additional and altered work includes any class of work for which no rate is specified in
this contract, then such class of work shall be carried out the rates entered in the Schedule of
Rates of the Division or at the rate mutually agreed upon between the Executive Engineer and
the contractor, whichever are lower. If the additional or altered work for which no rate is
entered in the Schedule of Rates of the Division is ordered to be carried out before the rates
agreed upon then the contractor within seven days of date of receipt by him of the order to
carry out the work inform the Executive Engineer for the rate which in his intension to charge
for such class of work and if the Executive Engineer does not agree to this rate he shall be
noticed in writing be at liberty to cancel his order to carry out such class of work and arrange
to carry it out in such manner as he may consider advisable provided always that if the rates
shall have been determined as lastly here in before mentioned then in such case he shall only
be entitled to be paid in respect of the work carried out or expenditure incurred by him prior
to the date of the determination of the rate as aforesaid according to such rate or rates as
shall be fixed by the Executive Engineer. In the event of dispute, the decision of the
Superintending Engineer of the Circle will be final.
17. Extension of Time Limit in consequence of Addition or Alteration.
The time limit for the work shall be extended in the proportion that the increase in its cost
occasioned by alterations or additions bears to the cost of the original contract work and the
certificate of the Engineer-in-charge as to such proportions shall be conclusive. No
compensation shall be payable for Alternation in or Restriction of Work to be carried out. If at
any time, after the execution of the contract documents the Engineer-in-charge shall, for any
reason whatsoever, require the whole or any part of the work, as specified in the tender, to
be stopped for any period or shall not require he whole or part of the work to be carried out
at all or to be carried out by the contractor, he shall give notice in writing of the fact to the
contractor who shall thereupon suspend or stop the work totally or partially as the case may
be in any such case, except as provided here under the contractor shall have no claim to any
payment or compensation what so ever on account of any profit or advantage which he might
have derived from the execution, of the work in full but which he did not so derive in
consequence of the full amount of work not having been carried out or on account of any loss
that he may be put to on account of materials purchased or agree to be purchased or for
unemployment of labour recruited by him. He shall not also have any; claim for compensation
by reason of any alterations having been made in the original specification, drawings, designs
and instructions which may involve any curtailment of the work as originally contemplated.
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18. No claim to compensation on account of loss due to delay in supply of materials
by Corporation.
The contractor shall not be entitled to claim any compensation from Corporation for the loss
suffered by him on account of delay by Corporation in the supply of materials entered in
Schedule-A where such delay is caused by: Difficulties relating to supply of railway wagons
I. Force Majeure
III. Any other reasonable cause beyond the control of Corporation including Shortage of
materials to be supplied by the Corporations & difficulties in time by reaching at the site of
any materials equipment. In the case of such delay in the supply of materials, Corporation
shall grant such extension of time for the completion of the works as shall appear to the
Executive Engineer to be reasonable in accordance with circumstances of the case. The
decision in the Executive Engineer as to the extension of time shall be accepted as final by the
19. Time Limit for Compensation Claims
Under no circumstances, whatsoever, shall the contractor be entitled to any compensation
from Corporation on any account unless the contractor has claimed in writing to the Executive
Engineer within one month of the cause thereof.
20. Action and Compensation payable in case of Bad Work
If at any time, before the security deposit is refunded to the contractor, it shall appear to the
Executive Engineer or his subordinate in charge of the work that any work has been executed
with unsound, imperfect or unskillful workmanship or with materials of inferior quality or that
any materials or articles provided by him for the execution of the work are unsound or of a
inferior quality to that contracted for or are otherwise not in accordance with the contract, it
shall be lawful for Engineer-in-charge to intimate this fact in writing to the contractor and
then no withstanding the fact that the work, materials or articles complained of, may have
been inadvertently passed, certified and paid for, the contractor shall be bound forthwith to
rectify or remove and reconstruct the work so specified in whole or any part, as the case may
require or if so required shall remove the materials or articles so specified and provided other
suitable materials or articles at his own charge and cost, and in the event of his failing to do
so within a period to be specified by the Engineer-in-charge in the written intimation aforesaid
the contractor shall be liable to pay compensation at the rate of one percent on the amount
of the estimate for every day, not exceeding ten days during which the failure so continue and
in the event of any such failure as aforesaid the Engineer-in-charge may rectify or remove and
re-execute the work or remove and replace the materials or articles complained of, as the
case may be, at the risk and expense in all respects of contractor should the Engineer-in-
charge consider that any such inferior work or materials as described above may be accepted,
or made use of, it shall be within his discretion to accept the same as such reduced rates as
he may fix thereof. Provided that in the case of any work of which visible check is not possible,
if the Engineer-in - charge or his subordinate in charge of the work feels that such work has
been executed with unsound, imperfect or unskillful workmanship or with materials of inferior
quality, he shall take sample tests at random, cost of which shall have to be borne by the
contractor and if after taking such test, part of such work is found to be defective in any
respect or to have been executed with materials of inferior quality, then the contractor shall
be paid for the whole work such amount as may be fixed by the office of the Engineer-in-
charge on the basis of the lowest quality of work found by him in such samples tests.
Sample Test shall mean:
(i) In relation to poles fixed as line supports, the token of one pole out of every 100 poles after
taking it out from its foundation for inspection.
(ii) In relation to any other work, such test as may be considered necessary, by the Engineer-
in - charge or his subordinate in charge of the work.
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Explanation: II
Cost of the sample test shall mean cost incurred for the purpose of taking Samples & test and
for restoring tested work to its original condition.
21. Work to be opened to Inspection, Contractor or Responsible Agent to be
All works under execution or in course of execution in pursuance of the contract shall at all
times be open to the inspection and supervision of the Executive Engineer and his subordinate
and contractor shall at all times, during the usual working hours and at all other times at which
reasonable notice of the intension of the Executive Engineer or his subordinates to visit the
works shall have been given to the contractor, during which period either he should be present
to receive order and instruction, or have a responsible agent duly accredited in writing,
present for that purpose. Orders given to the contractor’s duly authorized Agent shall be
considered to have the same force and effect as if they had been given to the contractor
22. Notice to be given before work is covered up.
The contractor shall give not less than 5 days’ notice in writing to the Executive Engineer or
his subordinates in charge of the work, before covering up or otherwise placing beyond the
reach of measurement of any work, in order that the same may be measured and correct
dimensions thereof, taken before the same is so covered up or placed beyond the reach of
measurement and shall not covered up or placed beyond the reach of measurement and work
without the consent in writing of Executive Engineer or his subordinate in charge of work, If
any work shall be covered up or placed beyond the reach without such notice having been
given or consent obtained, the same shall be uncovered at the contractor’s expense, and in
default thereof, no payment or allowance shall be made for such work, or for the materials,
with which the same, was executed.
23. Contractor’s Liabilities
The Contractor shall supply, at his own cost, all materials (except such special materials, if
any as may be supplied form the Corporation stored in accordance with the contract) plant,
tools, appliances, implements, ladders, cordage, tackles, scaffolding and any temporary works
which may be required for the proper execution of the work., in the original, altered or
substituted form and whether included in the specification or other document forming part of
the contract or referred to in these conditions or not and which may be necessary for the
purpose of satisfying or complying with the requirements of the Engineer-in-charge as to any
matter on which under these conditions, he is entitled to be satisfied or which he is entitled
to require together with carriage thereof to and from the work, the contractor shall also supply
without charge, the requisite number of persons for setting out works, and counting, weighting
and assisting in the measurement of, examinations at the time and from time to time of the
work or materials, failing this, the same may be provided by the Engineer-in-charge at the
expenses of the contractor and the expenses may be deducted from any money due to the
contractor under the contract or from his security deposit or the proceeds of sale thereof or
of a sufficient portion thereof the contractor shall provide all necessary fencing and light
required to protect the public from accident and shall also be bound to bear expenses of
defense of every suit, action or other legal proceedings of law that may be brought by any
person for injury sustained. Owing to neglect of the above precautions and to pay any damage
and costs which may be awarded in any such suit, action or proceedings to any such persons
or which may with the consent of the contractor be paid in compromising any claim by any
24. Contractor Liable for all Damages
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Compensation for all damage done intentionally or unintentionally by contractor’s laborer,
whether in or beyond the limit of Corporation’s property, shall be estimated by the Executive
Engineer, or such other office, as he may appoint and the estimate of the Executive Engineer,
subject to the decision of the Superintending Engineer, on appeal, shall be final and the
contractor shall be bound to pay the amount of the assessed compensation demand, failing
which, the same will be recovered from the contractor as damages or deducted by the Engineer
in charge from any sums that may be due to or become due from Corporation to the contractor
under this contract or otherwise. The contractor shall bear the expenses of defending any
action or other legal proceedings that may be brought by any person for injury sustained by
him owing to neglect of precautions to prevent the spread of fire and he shall also pay any
damage and costs that may be awarded by the court if in consequence.
25. Rescission of Contract and Forfeiture of Deposit.
The contractor shall not assign or sublet, without the written approval of the Engineer-in-
charge and if the contractor assign or sublet his contract, or attempt to do so or become
insolvent or commence any proceedings to be adjudicated as insolvent or make any
composition with creditors, attempt to do so, the Engineer-in-charge may, by notice in writing
rescind the contract. Also, if any bribe, gratuity, gift, loan, perquisite, reward or advantage
pecuniary or otherwise shall either directly or indirectly be given, promised or offered by the
contractor or any of his servants, or agents, or any person to the employee of Corporation in
any way relating to his office or employment or if any such officers or persons shall become in
any way directly or indirectly interested in the contract, the Executive Engineer may, by
days’ notice in writing, rescind the contract. In the event of a contract being rescinded the
Security Deposit of the contractor shall there upon stand forfeited and be absolutely at the
disposal of Corporation and the same consequences shall ensure as it the contract has been
rescinded under clause 4 thereof and in addition the contractor shall not be entitled to recover
or be paid for any work thereof actually performed under the contract.
26. Compensation
All sums payable by a contractor by way of compensation under any of these conditions shall
be considered as a reasonable compensation to be applied to the use of Corporation, without
reference to the actual loss or damage sustained and whether any damage has not been
27. Change in the constitution of firm to be notified
In the case of tender by partners of a firm, any change in the constitution of firm shall be
forthwith notified by the contractor to the Executive Engineer for his information.
28. Works under direction of Superintending Engineer.
All works to be executed under the contract shall be executed under the direction and subject
to the approval of the Superintending Engineer of the Circle, Engineer-in-charge for the time
being who shall be entitled to direct at what point or points and in what manner they are to
be commenced and from time to time carried on.
29. Decision of Superintending Engineer to be final .
Except where otherwise specified in contract and subject to the power delegated to him by
Corporation under the Corporation’s rule, then in force the decision of the Superintending
Engineer of the Circle / EIC. for the time being shall be final, conclusive and binding on all of
the specification, designs, drawings and instructions herein before mentioned and as to the
quality of workmanship or material used on the or as to any other question, claim, right matter
or thing whatsoever in any way arising out of or relating to the contract, designs, drawings,
specifications, estimates, instructions, orders or these conditions or otherwise concerning,
the works or the execution or failure to execute the same, whether arising during the progress
of the work or after the completion or abandonment thereof.
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30. Arbitration
‘all questions, disputes or differences, whatsoever which may at a time arise between the
parties to this contract in connection with the contract or any matter arising out of or in
relation there to, shall be referred to the “Gujarat public works contracts disputes arbitration
tribunal” as per the provisions of the Gujarat public works contracts disputes arbitration
The reference to arbitration proceedings under this clause shall not:
a) Affect the right of the Engineer-in-charge to take possession of all or any tools, plants,
materials and stores, in or upon the work or site thereof or belonging to the contractor or
procured by him and intended to be used for the execution of the work or any part thereof.
b) Preclude the Engineer-in-charge from utilizing the materials purchased by the Contractor
in any work or from removing such materials to other place, during the period the work is
stopped or suspended in pursuance of notice given to the contractor under General Conditions.
c) Entitle the contractor to stop the progress of the work or carrying out the additional or
altered work in accordance with the provision of General Conditions for the work where there
is no specification.
d) Preclude the Corporation from getting the work done by another agency.
Neither party is entitled to bring a claim to arbitration latest by the thirty days after the
expiration of the defects liability period.
The provisions of the Arbitration & conciliation Act, 1996, Gujarat Public Works Contract
Disputes Arbitration Tribunal Act, 1992 and rules made there under shall apply to the
arbitration proceeding under this clause.
31. Stores to be obtained from Corporation
The Contractor shall obtain from the Corporation Stores, such articles as are mentioned in
Schedule ‘A’ which may be required for the work or any part of the work or in making up any
articles required therefore or in connection therewith, unless he has obtained permission in
writing from the Executive Engineer or obtained such stores and articles from elsewhere. The
value of such stores and articles as may be supplied to the contractor by the Engineer-in-
charge will be debited to the contractor in his account at the rate shown in the Schedule “A”
attached the contractor and if they are not entered in said schedule they shall debited to him
at cost price which for the purpose of this contract shall include cost of carriage and all other
expenses whatsoever which may have to be incurred in obtaining delivery of the same at the
stores aforesaid and further overhead charges 15% plus GST as applicable . The Contractor
shall be responsible for the loss destruction or deterioration of the materials, stores or articles
supplied to him by the Corporation, even if such loss destruction or deterioration has occurred
under any circumstances whatsoever beyond his control as if the material, stores or articles
so supplied were his property. The contractor shall be responsible for returning the residual
materials after completion of the contract and if fails to return, the balance material supplied
to him by the Corporation, the cost of the residual materials will be recovered form the
contractor at the market rate or stock issue rate whichever be higher at the time of materials
account plus 15% plus GST as applicable.
32.1 Lump Sum in Estimate
When the estimate on which tender is made, includes lump sums in respect of parts of the
works the contractor shall be entitled to payment in respect of the items of works involved or
the part of the work in question at the same rates as are payable under this contract or such
items or if the part of work in question is not in the opinion of the Engineer-in-charge capable
to measurement the Engineer-in-charge may at his discretion pay the lump sum amount
entered in the estimate and the certificate in writing of the Engineer shall be final and
conclusive against the contractor with regard to any sum or sums payable to him under the
provisions of the clause.
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32. A-1- Lump Sum Tenders
Whenever lump sum tenders have been invited for building or other structures of the same
type, design, the contractor shall submit his bill stated in Clause No.11 and the Engineer-in-
charge not below the rank of Executive Engineer shall certify by general measurement or by
other method considered suitable to him, the value of work done and the contractor shall be
paid monthly a sum equal to 90% of the total value the work so certified, since the last
payment, after deducting a part or whole of the secured advance if not already paid for the
materials utilized on the works. An additional secured advance for any fresh materials brought
on site will also be paid if certified by the officer not below the rank of Executive Engineer.
After the work is completed final bill would be paid on the certification of officer not below
the rank of Executive Engineer, that the work is done according to drawing and specifications
attached to the tender. If any additions and alteration have been carried out, detailed
measurements in respect thereof shall be recorded and extra payment or deductions are
regulated as per item rates quoted by the contractor while submitting the tender and if there
are any items in the additions and alterations for which the contractor has not quoted a rate,
the payment shall be as per Clause 15 above.
33. Action where no specifications.
In the case of any class of work for which there is no such specifications as is mentioned in
clause 1. such work shall be carried out in accordance with the divisional specifications and in
there event of there being no divisional specifications, the work shall be carried out in all
respects in accordance with the instructions and requirements of the Engineer-in-charge /
consultant of the Corporation etc.
1. Wages to be paid and time of payment etc. by the Contractor: -
a) The contractor shall pay minimum wages as fixed under Minimum Wages Act whichever is
higher. The wages of every contract labour employed by him under this contract shall be paid
by him before the expiry of 7th day of the last day of the month in respect of which the wages
are payable (i.e. wages of a month have to be paid by him in the first week of the next month).
The payment shall be disbursed in presence of Management Representative during the working
hours in factory premises and the contractor shall get the entries certified in the register of
wages by the Representative of the Corporation. Any default will result in cancellation of
contract forthwith or else the contractor shall be punishable to the extend of Rs.100/- fine
b) The contractor shall give his telephone number and address to the Corporation so that in
case of labour trouble etc., the contractor can be contacted. The contractor shall arrange to
have his office outside the factory premises and the contractor keep himself present
throughout the working hours.
a) Persons below the age of 18 years shall not be employed for the work.
b) Female worker shall be employed according to latest labour laws
c) Contractor shall maintain a valid labour license under the Contract Labour (Regulation and
Abolition Act) for employing necessary manpower to be required by him. In the absence of
such license the contractor shall be liable to be terminated without assigning any reason
d) The contractor shall at his own expense comply with all labour laws and keep the
Corporation indemnified in respect thereof. Some of the major liabilities under various labour
and industrial laws which the contractor shall comply with are asunder:
i. Payment of contribution of wages of employer’s contributions towards Provident Fund,
Family Pension Scheme, Deposit Linked Insurance Scheme, Administrative Charges etc. at the
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rates made applicable from time to time by Government of Gujarat / Government of India or
other Statutory Authorities.
ii. Payment of deposit in respect of each contract labour of the rate of RS.30/- with the office
of the Commissioner of Labour as per the Contract Labour Act (Regulation & Abolition).
iii. License Fee as prescribed under the contract Labour Act (Regulation and Abolition) and
Rules framed there under depending upon the number of workmen employed by the
iv. Paid leave facility and wages as per the provision of the Factories Act at the rate of one
day for every 20 days of working.
v. Identity cards as prescribed under the factories Act with photo affixed thereto, the same
for identification.
vi. Payment of retrenchment compensation, notice pay and other liabilities as per Industrial
Disputes Act. Any payment to the contractor’s employees arising out of any claim of disputes
under the Industrial Disputes Act – 1947 or any other laws.
vii. Provision of compensation in the case of accidental injury.
viii. Payment of crèche if the female labour employed is more than 30 numbers
ix. Maternity leave as per the provision of the Maternity Benefit Act.
The above are some of the major liabilities of the contractor in addition to other liabilities
prescribed under the various Labour Las in force from time to time from Statutory Authorities
like State Government / Government of India which the contractor shall have to comply with.
2. Provident Fund and Family Pension Scheme
The contractor shall submit along with his bill (month wise) a statement regarding deductions
against employees provident fund and family pension scheme in respect of each concerned
employees’ Provident Fund and Family Pension scheme at the rate of 12 % (or at the rates
made applicable by the Government from time to time) of the wages. Contractor’s
contribution and his workers contribution towards provident fund and family pension scheme
shall be deposited by the contractor with regional Provident Fund Commissioner, Ahmedabad.
3. Deposit Linked Insurance Scheme:-
The contractor shall have to deposit ½ % of the wages in-respect of employees who is a member
of the Provident Fund as the contribution to the Deposit Linked Insurance Scheme with
Regional Fund Commissioner, Ahmedabad.
4. Administrative Charges:-
Administrative charges for maintaining Provident Fund Account shall be deposited by the
contractor with Regional Provident Fund Commissioner, Ahmedabad at the rates applicable.
5. Paid Leave Facility
Paid leave facility at the rate of one day for every 20 days worked by the contract laborer shall
be provided by the contractor to his workers. He shall maintain Leave records/ Leave Cards
for individual laborer, which shall be duly verified and approved/ certified by the authorized
officer of the Corporation.
6. Workmen’s Compensation Fund and Employers Liability Insurance:-
The contractor shall cover all his employees under Workmen’s Compensation Fund and under
the Liability Insurance. The contractor shall employ adequate number of experienced staff at
site for daily supervision and for maintenance of various registers and records required under
the law and contract. No payment for supervision shall be admissible.
7. Contractor to Indemnify to the Corporation
The contractor shall indemnify and keep indemnified the Corporation and every officer and
employees of the Corporation and also Engineer-In-Charge and his staff against all actions,
proceedings, claims, demands, costs and expenses whatsoever arising out of or in connection
with the matters referred in above clauses and elsewhere and against all actions, proceedings,
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claims, demands, costs and expenses which may be made against the Corporation by any
workman/ employee of the contractor or any sub-contractor and / or from any liability may
arise to any workman / employees of the contractor or any sub-contractor under any laws,
rules or regulation having the force of law including but not limited to claims against the owner
under workman’s compensation Act, 1923. The employee’s Provident Act 1952, and / or the
Labour (Abolition and Regulation) Act 1979. The Corporation shall not be liable for or in respect
of or in consequence of any accident or injury to any workmen or other person in the
employment of the contractor or his sub-contractors, and the contractor shall indemnify and
keep indemnified the Corporation against all such damage and compensation and against all
claims, demands, proceedings costs, charges and expenses whatsoever in respect thereof or
in relation thereto.
8. Workmen’s Compensation and Employer’s Liability Insurance:-
Insurance shall be affected for all the contractor’s for all the contractor’s employees engaged
in the performance of this contract. If any of the work is sublet to the sub-contractor, the
contractor shall require that he or his sub-contractor to provide workmen’s compensation and
employer’s liability insurance for the latter’s employees unless such employees recovered
under the contractor’s insurance.
9. The Corporation reserves the right to terminate this rate contract at any time during it
tendency without giving notice of termination or any reasons thereof.
10.The Corporation will be entitled to deduct directly from the bills, to be paid to the
Subcontractor and Laborers’ any sum or sums payable by contractor and which sum/sums the
Corporation is required to pay as a principal employer on account of contractor’s default in
respect of all liabilities referred to in above clauses.
11.Nothing in the contract document stated shall any wise constitute any workmen/
employees of the contractor or any sub-contractor as or to be workmen/employee of the
power, or place obligation or liability in respect of any such workmen/ employee upon the
NOTE: -The Prevailing Act at the time of execution of work over and above act specified
herein shall be binding to the contractor
34. No Claim for Variation in Quantities of Work
Quantities shown in the tender are approximate and no claim shall be entertained for
quantities of work actually executed, being either more or less up to any extent than those
entered in the tender or less than those entered in the tender or estimate.
35. No Claim for Compensation for Delay in staring work
No compensation shall be allowed for any delay caused into starting of work on account of
acquisition of land and in the case of clearance for works or any delay in according sanction
36. No Claim for Compensation for delay in execution of work
No compensation shall be allowed for any delay, in execution of the work on account of water
standing in borrow pits or compartment. The rates are inclusive for hard or cracked soil,
excavation in mud, sub-soil water or water standing in borrow pit and no claim for an extra
rate shall be entertained unless otherwise expressly specified & mentioned in the tender.
37. Entering upon or commencing any portion of work
The contractor shall not enter upon or commence any portion of work except with the written
authority or instructions of the Executive Engineer or his subordinate in charge of the work,
failing such the contractor shall have no claim to ask for measurement or payment for work.
37 Quality Assurance
38. Method of Payment
Payment to contractors shall be made by direct RTGS to contractor’s bank account. Generally,
payment may take 30 to 60 days after passing of bills depending on availability of fund.
39. Acceptance of conditions on tendering for work.
Submission to tender or acceptance of work order shall imply acceptance of these conditions
of tender by contractor.
40. Employment of Scarcity Labour
If government declares a state of scarcity or famine to exist in any village situated within
20kms of the work, the piece worker / contractor shall employ upon such part of the work as
are suitable for unskilled labour; any person certified to him by the Executive Engineer or by
any person to whom Executive Engineer may have delegated this duty in writing to be in need
of relief and shall be bound to pay such person wage not below the minimum, which
Government may have fixed in this behalf from time to time. Any implementation of this clause
shall be decided by the Superintending engineer / Engineer-in-Charge whose decision shall be
final and binding on the piece worker/contractor.
41. Employment of Technical Persons
The contractor who are registered under class ‘A’, ‘B’ and ‘C’ or such contractors who executes
the works of Rs.5 Lakhs and above shall employ the technically qualified personnel possessing
minimum a Diploma of reconciled Technical institution, for executing the work of the
Date: Superintending Engineer (AM)
(Signature of Contractor) GETCO, Circle office, Gondal.
38 Quality Assurance
GENERAL CONDITIONS OF CONTRACT
1.0 Contactor to inform himself fully:
The contractor shall be deemed to have carefully examined the work & site conditions,
the general conditions, the special conditions, specifications, schedules, drawings shall
be deemed to have visited the site of the works & to
have fully informed himself regarding the local conditions. Copy of Annexure V attached
with tender shall have to be filled up before quoting the rate, for confirmation of site
visit. If there shall have any doubts as to the meaning of any portion of these general
conditions or special conditions of the scope of work of the specifications or any other
matter concerning the contract, he shall in good time before submitting his tender, send
for the particulars thereof & submit them to the Engineer in writing in order that such
doubt may be removed.
2.0 Data to be furnished by Contractor:
Prior to the commencement of work, the contractor shall submit a bar chart showing
detailed programme for completing the work within time limit to the S. E. for approval
within a week of the date of LOI. No change in the approved plan & layout shall be carried
out without specific written approval of the Executive Engineer in charge.
3.0 Errors, Omissions & Discrepancies:
In all cases of errors, omissions, doubts or discrepancies in the dimensions, or
discrepancies in the drawings & items of work on specifications, reference shall be made
to the Executive Engineer whose elucidation & elaboration shall be considered as
authoritative. The contractor shall be held responsible for any error that may occur in
the work thorough lack of such reference.
1. Temporary structures may be erected by the contractor for storage sheds, offices, and
residential etc. for non-commercial use on land, handed over to him at his own expense
& with the permission of the Corporation. In any circumstances for constructing temporary
structures contractor’s use, Corporation free supply of materials shall not be made. If it
is found that Corporation’s free supply material are used for the works other than
approved drawings, it will be recovered at penalized rate.
2. The contractor shall preserve all existing vegetation such as trees on or adjacent, to
the works site which, do not interfere with the construction as determined by the
3. The contractor shall take all possible precautions in felling trees authorized for removal
to avoid any unnecessary damage to vegetation & trees not to be felled & to structures
or to workmen, & shall be responsible for any damage if it occurs in such operations.
4. All produce from cutting of trees grass etc. shall be the property of Corporation & shall
be stacked at the directed places. No claim shall be made for such tree felling / cutting
&stacking of trees/produce or grass etc. by the contractor.
5. The land shall as herein before mentioned be handed over to Corporation / Owner of
Land immediately after the completion of the work under this contract. Also no land shall
be held by the contractor longer than the Corporation shall deem fit & necessary & the
contractor shall, on due notice by the Corporation, vacate & return the land which the
Engineer In Charge may certify as no longer required by the contractor for purposes of the
5.0 Start of Work:
The contractor shall not enter upon or commence any portion of the work except with the
written permission of the authority of the Corporation, failing which the contractor shall
have no claim to ask for measurement of or payment for work & shall be responsible for
any claims or damages that may arise due to such unauthorized commencement or entry.
39 Quality Assurance
No compensation shall be allowed for any delay caused in starting the work on account of
any delay in clearance of the work site.
6.0 Work to execute to the satisfaction of the Corporation’s Engineers:
The contractor shall proceed with the work with diligence & expedition & the whole of
the work herein specified as well as the mode of execution shall be under the supervision
& the direction & shall be carried on to the entire satisfaction of the Corporation’s site
Engineers, who shall have full powers to order the contractor to alter, enlarge or diminish
the form, dimensions, positions, or quantities of any of the work or to make use of
materials & workmanship of different descriptions & qualities from this herein specified.
In the case of any class of work for which there are no Technical Specifications, these
shall be carried out in accordance with the latest IS Codes & in the event of being no
relevant IS Code, the works shall be carried out in accordance with the directions &
instructions of the Corporation’s Engineers at site.
7.0 Workmanship etc.:
The work shall be executed in thoroughly substantial manner with workmanship of best
quality & strictly in accordance with the specifications & with the drawings, or with such
other drawings or written instructions as may from time to time be furnished to the
contractor, in accordance with terms of this contract & shall be completed in every
respect with workmanship implied & necessary according to the fair interpretation &
meaning of the same & should there be any discrepancy between the drawings &
specifications or any difference or dispute as to the dimensions to be worked out or the
mode of doing periodical quantity of the work to be executed or with respect to any
subject arising out of this contract, the decision of the Corporation’s authorized Engineers
shall be final & binding on all parties.
8.0 Samples of descriptive Data:
Samples of descriptive data requiring approval shall be submitted by the Contractor to
the Corporation’s Engineers in good time before the use of such material to permit its
inspection & testing & there-by the approval. The samples shall be properly marked to
show the name of material, manufacture place or origin & the place where it is intended
to be used etc. Failure of any samples to pass specified tests requirements. It shall be
sufficient cause for the refusal to consider any further samples from that source.
9.0 Baselines & Grades:
The Corporation near to the site of work shall furnish one permanent Bench Mark. Semi-
permanent baselines & cross lines shall be established at sufficiently spaced intervals with
benchmarks by the Contractor at his own cost & risk. The contractor shall provide at his
expense, all the required pillars, equipment, materials, & labour for the establishment of
the grade lines & bench marks, for that the Contractor shall be responsible for their
further maintenance during the execution of the actual work till the complete period of
construction. The contractor shall be responsible for the proper execution of work to such
lines & levels & grades as may be specified in the drawings, established, or indicated by
the Corporation’s Engineers. All the survey work, if required, shall be checked by the
Corporation’s engineers. However this shall not absolve the contractor for the correctness
of survey/ temporary or permanent Benchmarks.
10.0 Contactor not to dispose of soil etc.:
The contractor shall not sell or otherwise dispose of or remove except for the purpose of
this contract the sand, ballast, earth, rock or other substances or materials that may be
obtained from any execution made for the purpose of this contract or produce upon the
site at the time of delivery of the possession of the land but also such substances materials
& produce shall be the property of the Corporation & shall be disposed off in the manner
& place as directed by the Corporation’s Engineers.
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11.0 Gold, silver, Minerals, Oil Relics, etc. found on the Site:
All gold silver, oil relics, or other minerals, of any description & all precious stones, coins,
treasures relic, antiquities, & other similar things that shall be found in or upon the site
shall be the property of the Corporation. The contractor shall return the gathered things
as above to the authorized representative of the Corporation.
12.0 Fencing, lighting & ventilation:
The contractor shall be responsible for the proper lighting, fencing, guarding & taking of
all the necessary safety measures for all works comprised in the contract & or the proper
provision of temporary roadways, footways, guards fences, caution notices etc. as far as
the same may be rendered necessary by reasons for the work for the accommodation &
protection of workmen foot passenger or other traffic & of the Corporation & occupiers
of adjacent villages, property of the public & shall remain responsible for any accidents
that may occur on account of his failure & timely precautions. All the works & approaches
shall be adequately illuminated with electric lights to the satisfaction of the Corporation’s
Engineers. The power & lighting connections, wiring equipment shall be subject to the
inspection & passing by Electrical Inspector to GOG authorized under the Indian Electricity
Act. Any additions alterations or omissions shall be got approved from the Corporation’s
Engineers got certified from the Electrical Inspector. Work spots such as faces of
excavation of borrow pits; filling area etc. shall be adequately illuminated with floodlights
to the satisfaction of the Corporation’s Engineers.
13.0 Explosive procurement & storage:
Explosives, petrol, oils, fuels, &other inflammable materials shall be stored strictly in
accordance with the rules of the Explosive Department.
The contractor shall at his own expense construct & maintain proper magazines which are
required for the storage of explosive & arrange for storage facilities for oils, petrol, fuels
etc. for use in connection with the work. The contractor shall at his own cost obtain the
necessary license for the storage & use of explosives, oils, petrol, diesel etc. The
Corporation shall not take any responsibility whatsoever in connection with the storage
or use of explosives on the site, any accident occurs in the connection at site or nearby
village or vicinity. All operations of the contractor in which or for which explosives are
employed shall be at the risk of the contractor & upon his own responsibility.
14.0 Liability for accidents to persons:
14.0.1 The contractor or subcontractor shall indemnity the Corporation against any claims
which may be made under the workman’s compensation Act, 1923, or any statutory
modification or otherwise for or in respect of any damages or compensation payable in
consequence of any accident or injury caused, by fault of contractor or subcontractor
&sustained by any workmen or other person on the employment of the contractor or
subcontractor. In every case in which by virtue of the provisions of subsection (1) of
section 12 of the workman’s Compensation Act, 1923, the Corporation is obliged to pay
compensation to a workman employed by the contactor or subcontractor in execution of
the work, the Corporation will recover from the contractor the amount of compensation
so paid, and without prejudice to the rights of the Corporation under subsection 12 of the
said Act, such amount will be paid back to the Corporation in 30 days, failing which the
Corporation will be at liberty to recover such amount of any part thereof by deducting it
from the dues by the Corporation to the contractor under this contract or otherwise. The
Corporation shall not be bound to contract any claim made against either of them under
section 12, subsection (1) of the said Act, except on written request from the contractor
& upon his giving to the Corporation full security for all costs for which the Corporation
might become liable in consequence for entertaining such claims.
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14.0.2 The contractor and/or subcontractor named in the contract shall indemnity the
Corporation against all claims based upon injury or death to any person in the
employment of the contractor or sub contactor, or to the third parties under paragraph
(a) 2 or condition no.47 to the extent of any sums recovered under the insurance policy.
14.0.3 On occurrence of the accident which result on the death of workman employed by the
contractor or subcontractor, which is so serious as to be likely to result in the death of
any workman, the contractor shall within 24 hours of happening of such event intimate in
writing to the Engineers of the Corporation the fact of such accidents. The contractor or
subcontractor shall indemnity the Corporation against all loss or damage sustained, by the
Corporation resulting directly or indirectly from his failure to give intimation in the
manner aforesaid including penalties or fine if any, payable by Corporation as a
consequence of Corporation’s failure, to give notice under workman’s compensation Act
or otherwise to confirm to the provisions of the said Act in regard to such accident.
Liability for damage to woks & materials:
14.0.4 The contractor shall during, the progress of the work, properly protect the works & the
existing Ash Disposal pipelines & materials placed at his disposal or acquired for him by
the Corporation, & shall remain answerable & liable for all accidents, damages. Loss etc.
& shall be made good in the most complete & substantial manner by & at the sole cost of
the contractor & to the reasonable satisfaction of the Corporation’s Engineers. If the
contractor fails to make good such losses, damages within the specified time given by the
Corporation, the Corporation shall be at liberty to recover the amount towards such
expenses fixed by the Corporation’s Engineers & shall be recovered from the amount due
under this contract to the contractor.
14.0.5 Further the contractor shall, at all times, protect & preserve all materials, machinery,
equipment, Ash Disposal pipelines, allied structures such as spillway chambers, ADP, haul
road and ramps etc., materials &so acquired by himself or Corporation for the execution
of the work. All reasonable requests of the Corporation’s Engineers to enclose or
especially protect any of the above shall be expeditiously complied with at no extra cost.
14.0.6 If the Engineer considers that the work, asked for in the aforesaid Para, is not sufficiently
& satisfactorily protected by the contractor, on requests made for, the Corporation shall
be entitled to arrange for such protection at his unfettered discretion & recover the cost
thereof from the contractor.
14.0.7 Until the work shall be or deemed to be taken, over as aforesaid, the contractor shall also
be liable for &shall be deemed to have indemnified the Corporation in respect of all
damage or injury to any person or any property of the Corporation or of others in villages
nearby, occasioned by the negligence of the contractor or his workmen, or his
subcontractor, or by defective /ill methods of working.
14.0.8 Materials, tools, machinery brought on the site of work: All materials, tools & tackles,
machinery etc. of the contractor brought to & delivered upon the site for the work shall
be the time of their being so brought shall be deemed to be the property of the
Corporation in its possession to be used for the purpose of the work & for that purpose
only & shall not on any account be removed or taken away by the contractor or any other
person without the permission of the Corporation’s Engineers in charge, but the contractor
shall be fully responsible for & loss, destruction thereof or damage thereto. The
Corporation may have a lien on such materials, tools, tackles, machinery for any sum or
sums which may at any time prior to the completion of the works be or owing to the
Corporation by the contractor, under in respect of & dispose of any such materials, tools.
Tackles, machinery in such a manner as the Corporation may think fit & to apply the
proceeds in or towards the satisfaction of such sum or sums due or owing as aforesaid but
subject to such lien & power of sale & disposal such surplus materials, tools, tackles,
machinery shall belong to the contractor & may be removed & disposed off by him as he
15.0 Access to site & work on site:
42 Quality Assurance
The Engineer or his authorized representative may if he considers fit from time to time
enter upon any lands which may be in the possession of the contractor under this contract,
for the purpose of executing any work not included in this contract & may execute by
other contractors at his opinion & the contractor shall in accordance with the
requirements of the Engineer, afford all reasonable facilities for execution of the works
including occupation of lands by structure or otherwise for any other contractor employed
by the Corporation & his workmen or for the execution on or near site of the works not
included in the contract. The contractor shall not be entitled for any extra claims on such
16.0 Inspection of Works:
The Corporation’s Engineers or their authorized representatives shall have at all times
power to inspect the works, wherever in progress, either on site, on the contractor’s
premises in connection with this contract. Further, the contractor shall not allow any
person other than Corporation’s Engineers or their authorized representatives to the work
sites. The contractor shall, during working hours, maintain supervisors of sufficient
training & experience to supervise the work as a whole. All orders & directions given to
such supervisors or other staff shall be deemed to have been given to the contractor.
Further the Corporation may be due notice, desire a high ranking member of the
supervisor staff of the contractor to be present on any specified inspection & the
contractor shall comply with such directions.
17.0 Action & compensation payable in case of Bad Work:
If at any time before the refund of Security Deposit to the Contractor it appears to Gujarat
Energy Transmission Corporation’s Executive Engineers or subordinate and / or any
authorized officer of the Corporation that the work has been executed with unsound,
imperfect or unskilled workmanship or with materials of inferior quality or any materials
or articles provided by him are unsound or of quality inferior to that contracted as
specified in the Technical Specifications or otherwise not in accordance with the contract,
it shall be lawful for the Gujarat Electricity Corporation to intimate that the works
materials, articles which may have been inadvertently passed, certified & paid to the
Contractor. The Contractor shall be bound to rectify or remove & reconstruct the said
work so specified at his own charge & cost & in the event of being failure to do so within
specified period by the Corporation, the Contractor shall be liable to pay compensation
at the rate of 1% per day on the amount of the estimate for the specified work. For the
period up to 10 days this shall be attended by the Contractor else the Corporation shall
get these rectifications at the risk & expense in all respects of the Contractor. Any levy
of GST on such compensation payable to GETCO shall be on contractor’s account.
18.0 Cleaning up:
18.0.1 The contractor shall at all-time keep the construction areas & his labour colony &
storage areas free from accumulation of waste, or rejected materials.
18.0.2 Prior to the completion of the work the contractor shall remove all rubbish from
& about the premises, & tools, tackles, machinery, left out materials consumable,
rejected materials, scaffolding etc. which are not the part of the permanent
work/structure. The premises will be left fully satisfactorily to the Corporation’s
Engineers/representatives; thereafter only the completion certificate will be issued.
19.0 Contractor’s inventory of equipment’s & machinery:
The contractor shall prepare & maintain an inventory of all machinery, equipment’s,
temporary rolling stock, and plant purchased or hired for the use of this contract’s
19.1 Progress Schedule:
Contractor shall furnish a Construction Schedule on receipt of LOI or Work Order
whichever is earlier, in quadruplicate, indicating the date of start, the monthly progress
43 Quality Assurance
expected to be achieved & anticipated completion of each major items of the work under
this contract & procurement of equipment’s, machinery & other materials. The schedule
should be such as is practicable of achievement the whole work in the time limit & of the
particular items on due date specified in the contract & shall have the approval of the
Corporation’s Engineers. Detailed schedules for each working season showing the progress
month by month to be achieved is to be submitted to the Corporation. The Corporation is
empowered to ask for more detailed progress schedule week by week for any item or for
all items & the contractor shall comply when asked for.
19.2: The Corporation shall have, at all times the right without in any way violating this
contract, or forming grounds for claim to alter the order of the works or any part thereof
& the contractor shall after receiving such direction proceed in the order directed. The
contractor shall revise the progress schedule accordingly & submit to the Corporation in
19.3: The contractor shall furnish sufficient machinery, equipment, labour & materials shall
work for such hours & shifts as may be necessary to maintain/achieve the progress of the
scheduled, after getting written permission of Engineer in Charge.
19.4 The progress schedules shall be in the form of bar charts, statements &/or reports as may
be necessary & directed by the Corporation’s representatives.
19.5.1 Unsatisfactory Progress: In the case of unsatisfactory progress by the contractor not
proceeding as per the Scheduled Programme approved by the Corporation, suitable
actions shall be taken in accordance with Clauses No. 3 & 4 of the booklet prescribed by
the Corporation for ``Tender & Contract for Works’’.
Recoveries due from the contractor, up to the end of the month previous to the one in
which the bill is prepared shall be made from bills approved for payment every month or
at other periods when the bills are prepared, for the enlisted, but not limited to, in the
order of priorities & extents. (a) Penalty, if Leviable,
Expenditure, in full, incurred by the Corporation on contractor’s behalf in labour,
machinery, equipment etc.,
(c) Charges for services such as water & power supply, etc. in full,
(d) Hire charges for Corporation’s or Government machinery if any,
(e) Other recoveries not specifically mentioned but recoverable.
(f) GST as applicable on recoveries due from the contractor enlisted as above.
20.0 Date of completion:
The contractor shall complete the whole work & hand over to the Corporation on or before
the date specified in the work order. Provided always that if in the opinion of the
Corporation the completion of the works shall be delayed by any change of original design
or by the order of the Corporation, of any altered, modified substituted or additional
works or materials omitted or by strikes, lock outs or stoppages of labour, or revolution,
riots, civil or political disturbance or by the contractor not being given possession of the
site or by the Corporation taking possession of & using the site or part thereof or the works
or part thereof or any part of the work or delayed supply of material by the Corporation
or by the not receiving any orders, drawings, instructions or directions in time or by the
suspensions if the works or by fire, flood exceptionally bad weather tempest , storm or
by from unforeseen circumstances(& whether the same shall be due to any act or omission
of the Corporation or it’s representatives) the Corporation may in the unfettered
discretion thinks fit either forthwith or at a later time & from time to time not
withstanding that the prescribed or extended time for completion has expired or work
have been completed, extend the date for the completion of the works to such a date as
deemed fit as practical & acceptable.
21.0 Subletting of contract
There will be generally no objection on the component parts if the work, being given over
to responsible subcontractors but Corporation shall under no circumstances recognize
44 Quality Assurance
these subcontractors & the responsibility of executing the work in the accordance with
the conditions of contract will entirely rest on the main contractor. However written
consent of EIC shall be obtained before subletting. The main contractor will therefore
always have the very responsible member, preferably a technical hand present on the
works with power to sign all work orders issued on the site of work & to take requisite
actions in the interest of efficient execution of work.
22.0 Other contracts for the suspension stoppage or curtailments of work:
If during the tendency of the contract the Engineer shall for any reason (which shall be
unquestioned) whatsoever require the whole or any part of the work as specified in the
contract to be suspended for any period or shall not require the whole or any part of the
work as specified in the contract to be carried out at all by the contractor, he shall give
notice in writing of the fact to the contractor who shall thereupon suspend or stop the
work totally or partially as the case may be. In any case except as provided hereunder,
the contractor shall have no claim to any payment or compensation whatsoever on account
of any profit or advantage which he might have derived from the execution of the work
in full but he did not so derive in consequence of the full amount of the work not having
being carried out, or on account of any loss that he may be put on account of materials
purchased or agreed to be purchased or for unemployment of labour recruited by him. He
shall not also have any claim for compensation but reason of any alterations having been
made in the original specifications, drawings, designs & instructions that may involve any
curtailment of the work as originally contemplated. Where however, materials have
already been purchased or agreed to be purchased by the contractor, before receipt of
the aforesaid notice, the contractor shall be paid for such materials at the rate
determined by the Corporation, provided they would have been useful for the work
curtailed or stopped are not in excess of requirements are of approved quality & cannot
be used on other contract works or otherwise by the contractor &/or shall be compensated
for the loss if any, that he may put to, on respect of materials agreed to be purchased by
him, the amount of such compensation to be determined by the Corporation, whose
decision shall be final. The Corporation may order the contractor to suspend any work on
account of bad weather; rain or storm & such other adverse climate conditions & the
contractor shall comply with the same. The contractor shall not be entitled to any
compensation for such suspensions of work.
23.0 Other contractors:
Apart from this work, the other works connected with this work will be simultaneously
going on either departmentally or through any other contractors. The contractors shall
co-operate with others to their fullest extent & shall allow each other every facility &
coordination for the execution of their works simultaneously & satisfactorily, during their
action of machinery or execution of any other co-ordination works, the contractor will
have to co-operate as directed buy the Corporation’s Engineers in the charge of the works.
In such cases the contractor shall not be entitled for any compensation on account of
reduction or stoppage of labour force/machinery/equipment etc. In the matter of dumps,
haul, roads, drainage, diversion & the like, each contractor shall take into considerations
the needs & the requirements of the other contractors if any working in the vicinity.
Further no contractor shall take or cause to be taken any stops or action that may cause
disruption, discontent or disturbance to the work, labour arrangements etc. to other
contractors. Any action, by any contractor, which the Corporation in the unquestioned
discretion may consider as infringement of the above code, would be considered as a
breach of the contract conditions & the Corporation may take such action as may deem
fit against the contractor & the action taken shall be considered as final & binding.
24.0 Speed of work:
The contractor shall at all times maintain the speed of work to confirm to the latest
operative progress schedule but the Corporation may at any time with sufficient notice in
45 Quality Assurance
writing direct the contractor to slow down or to accelerate any part or the whole work
for any reason (which shall not be questioned whatsoever) & the contractor shall comply
with such orders of the Corporation. The compliance of such orders shall not entitle the
contractor to any claim or compensation.
25.0 Contract document & matters to be treated as confidential:
All documents, correspondence, decision & other matters concerning the contract shall
be considered as of confident & restricted nature by the contractor & he shall not divulge
or allow access there to any unauthorized persons of any kind.
26.0 Access to the contractor’s book:
Whenever it is considered necessary by the Corporation to ascertain the actual cost for
execution of any particular item of work, the Corporation may do so by directing the
contractor to produce the original invoices.
27.0 Interest on money due to the contractor:
The contractor shall not be entitled to receive the interest on the payment due to him
upon measurements or otherwise or on any balance payable to the contractor. Also,
contractor shall not be allowed to relate it with the progress of work at site in any case.
28.0 Measurements to be provisional & subject to correction:
Every measurement for running payment on account of work done shall be subject to
adjustment or final measurements. In case there is disagreement between such
intermediate & final measurements, the latter shall prevail.
The contractor shall submit his R/A bill every month, which shall be processed in
reasonable time after checking and recording the MB. The contractor shall be responsible
to submit R/A bills well in time and shall depute his representative for joint checking of
the measurements; so that the bills can be processed in time. The contractor shall take
due care in this regard, failing to which consequences will be up to him.
30.0 Breach on part of Corporation not to annul contract:
No breach or non-observance on the part of the Corporation of any the agreements
contained herein, shall annul this contract of discharge the contractor from the
observance & performance thereof, or of any part thereof, but on application by the
contractor & in the unfettered discretion of the Corporation an extension of time may be
given to the contractor in respect of such breach or non-observance by the Corporation.
31.0 Labour conditions:
31.1 The contactor shall comply with the labour laws laid as may be current & shall furnish the
returns & information as may be specified from time to time.
31.2 The contractor shall as far as possible obtain his requirements of labour, skilled &
unskilled from the local areas.
31.3 The contractor shall pay wages as per the latest circulars applicable at the times for the
minimum wages to be paid to unskilled, semiskilled & skilled labour prescribed by the
Govt. of Gujarat.
31.4 The Corporation shall have the authority to remove from the work site any person, who
may be considered unfit or undesirable & no responsibility shall be accepted by the
Corporation for any delay or extra expense caused towards the completion of the work by
31.5 If Govt. declares a state of scarcity or famine to exist in any village situated within
Km. of the work site then the piece worker or contractor shall employ upon such parts of
work, as are suitable for unskilled labour any person certified by the Corporation or by
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any person to whom the Corporation has authorized, & shall pay the minimum wages as
fixed by the Govt. of Gujarat in this behalf. Any dispute that may arise in the
implementation of the clause the decision of the Supdt. Engineer (civil) shall be final &
31.6 The contractor shall provide reasonable facilities to the labour employed by him. The
usual facilities are weatherproof shelter for rest & meal; supply of whole some drinking
water, facilities for obtaining food, reasonable washing & sanitary facilities, special
facilities for women workers, suitable residential accommodation, general sanitation &
health measures etc.
31.7 The implementation of any & all provisions of this clause in no way entitles the
contractor to claim in this contract.
32. Local Laws:
31.1 All local laws in force at the time entering into the contract & those enacted there
after shall be binding on the contractor & he shall abide by the same.
All import duties, sales tax & other local taxes shall be borne by the contractor & they
shall be deemed to have covered by this quoted rate.
33. Performa returns:
The contractor shall maintainPerforma,charts & details regarding machinery, equipment,
materials labour, personnel & other matters as may be specified by the Corporation time
34. Maintenance:
The contractor shall maintain the works under contract for a period of one year from
actual date of completion and during this period all maintenance expenditure incurred
shall be borne by the contractor.
The contractor shall procure, or arrange for the Subcontractor to procure insurance
coverage in amounts approved by the Corporation & sufficient to protect against the
following risks arising out of the work. Accidents & professional & non-professional
sickness of all labourers& personnel engaged in the work as required by Law pursuant to
Workmen’s Compensation Act, 1923 or Revised version thereof. Injury or death to third
parties including without limitation injury or death caused by any of the construction aids
or vehicles or rented machinery, equipment used by the contractor or subcontractor
whether at the site or elsewhere. Damage to contractors tools machinery construction
equipment form works, scaffolding materials etc. due to floods, earthquake or any such
cause. Damage to the existing permanent structures of the Corporation & nearby villages,
equipment of the Corporation or of the co-contractors working in the area for other works.
All the above conditions referred for the insurance cover, shall be in effect from the date
of commencement of the work until the Corporation has accepted the work. In the policies
covering the insurances referred to above, the Corporation, contractor & the
subcontractor shall be as co-ensured where possible.
The cost of insurance shall be borne by the contractor.
Final payment to the contractor shall not be made until the contractor shall deliver to the
Corporation receipts in full in lieu thereof, & in either case, an affidavit that so far he has
knowledge or information the releases & materials for which in lien could be filed. If any
lien remains unsatisfied after all the payments are made, the contractor shall refund to
the Corporation all money that the latter may be compelled to pay in discharging such a
lien, including all costs & a reasonable attorney.
47 Quality Assurance
48 Quality Assurance
TECHNICAL SPECIFICATIONS:
49 Quality Assurance
GUJARAT ENERGY TRANSMISSION CORPORATION LTD
STANDARD FIELD QUALITY PLAN (REVISED-R1 )
FOR CIVIL WORKS OF GETCO PROJECTS
Sr. Component/Operation & Sampling Ref. Document Testing Specific Approv
No. Description of Test Plan With for Acceptance Agency Guideline ing
A CEMENT (FROM APPROVED LIST ONLY)
(i) Fineness As per mix Design IS: 456,IS: 269 Govt. The tests for B-3
(ii) Compressive Strength requirement IS: 8112,IS: 12269 Approved Lab cement
(iii) Initial & final setting time IS: 1489 Coarse
shall be subject
B COARSE AGGREGATES (FOR CONCRETE)
(I) Determination of Particle As per mix Design IS: 383,IS: 2386 Govt. In case of B-3
size requirement IS: 456 Approved Lab change of
(ii) (Sieve Analysis) source of
(iii) Flakiness Index coarse& Fine
(iv) Crushing Value aggregates, mix
(v) Specific Gravity Design should be
(vi) Bulk Density revised.
(vii) Absorption Value
(viii) Moisture Content
(ix) Soundness of Aggregate
Presence of deleterious
C COARSE AGGREGATES (FOR ROAD AND YARD)
(i) Particle Size Distribution As per relevant IS IS ; 2386, IS : 383 Govt. To be approved B-3
(ii) Elongation Index Approved Lab by
(iii) Flakiness Index GETCO
(iv) Deleterious Material
(v) Specific Gravity
(vi) Water Absorption
(vii) Impact Value
(viii) Los Angeles Abrasion
(ix) Aggregate Crushing Value
(x) 10% Fines value
(xii) Alkali Aggregate
(xiii) Petrography
D FINE AGGREGATE
50 Quality Assurance
(I) Gradation /Determination As per mix Design IS: 383,IS: Govt. In case of B-3
ofParticle size requirement 2386,IS: Approved Lab change of
(ii) Specific Gravity and 456 source of
density. coarse& Fine
(iii) Moisture content aggregates, mix
(iv) Absorption Value Design should be
(v) Bulking revised.
(vi) Silt Content Test
(vii) Presence of deleterious
E BURNT CLAY BRICKS
(i) Dimensional tolerance As per relevant IS GETCO Specs. Govt. To be approved B3
(ii) Compressive Strength IS: 3495) Approved Lab by GETCO
(iii) Water Absorption (Part I to Iv)
(iv) Efflorescence
F FLY ASH LIME BRICKS
(i) Dimension As per relevant IS GETCO Specs. Govt. To be approved B-3
(ii) Water absorption IS: 3495 and Approved Lab by GETCO
(iii) Drying Shrinkage IS :
(iv) Compressive Strength
(v) Efflorescence
G SOLID CC BLOCKS
(i) Dimension As per relevant IS GETCO Specs. Govt. To be approved B-3
(ii) Block Density IS: 2185 Part 1 Approved Lab by GETCO
(iii) Compressive strength
(iv) Water absorption
(v) Dry Shrinkage
(i) Water absorption As per relevant IS GETCO Specs. Govt. To be approved B-3
(ii) Compressive Strength IS: 2386 Part 3 Approved Lab by GETCO
I PRECAST CC PAVER BLOCKS
(i) Shape and Dimension As per relevant IS GETCO Specs. Govt. To be approved B-3
(ii) Compressive Strength IS: 15658 Approved Lab by GETCO
(iii) Flexural Strength
(iv) Abrasion Resistance
(v) Split Tensile Strength
(vi) Water absorption
J SOIL TO BE USED FOR BACK FILLING
(i) Grain Size Analysis As per relevant IS IS :2720 Govt. To be approved B-3
(ii) Atterberg’s limit Approved Lab by GETCO
(iii) Classification of Soil
(iv) Free Swell Index
(v) Swelling Pressure
(vi) Proctor Test
(vii) SO3 (Sulphate ) Content
(i) Cleanliness (Visual Check) Random IS: 456,IS: 3025 Contractor / Each source to C
Specification. Approved by
mixing concrete
shall be fresh,
and free from oil,
acids and alkalis,
51 Quality Assurance
Chemical and physical One sample per
(II) properties of water for Source materials, Approved Lab
checking its suitability for or other
construction proposes. deleterious
L REINFORCEMENT STEEL(FROM APPROVED LIST ONLY)
(i) Identification & size Random IS: 432,IS: 1139, Contractor Approved by B-3
IS: 1786 &GETCO should GETCO.
(ii) Chemical Analysis Test One sample per Specification produce
Heat manufacturer’
(iii) Tensile Test s test
Yield stress\proof stress One sample per i.e. From
(iv) Each size approved
Percentage Elongation One sample per Manufacturer.
(v) Bend/Re-bend Test Each size
(vi) Reverse Bend Test for Each size Govt.
HYSDWire One sample per Approved Lab
M STRUCTURAL STEEL
(i) Chemical Composition One sample per IS :2062, IS :228, Govt. Approved by B-3
Heat IS : 1608, IS : Approved Lab GETCO.
(ii) Tensile Strength One sample per 1599, IS :
Each size 1757, IS :
(iii) Yield Strength One sample per
(iv) Percentage Elongation One sample per
(v) Bend Test One sample per
(vi) Impact Test One sample per
(vii) Y Groove Crackability One sample per
(viii) Dimensions Random
N FOUNDATION BOLTS
(i) Identification & size Random IS : 209, IS : Govt. Approved by B-1
2016, IS Approved Lab GETCO.
(ii) Chemical Analysis Test One sample per :2062, IS :
Each IS :12427,&
(iii) Tensile Test One sample per GETCO
Each Specification
(iv) Yield stress/Proof Stress One sample per
(v) Percentage Elongation One sample per
Bend / Rebend One sample per
Weight/Thickness/Unifor One sample per
mity of Galvanizing Each
O PVC WATER STOPS
52 Quality Assurance
(i) Tensile strength One sample per IS : 15058, IS Contractor Approved by B-3
Each :8543 (Part4 / should GETCO.
(ii) Elongation One sample per Sec 1), Produce
Each IS : 13360 (Part 5 manufacturer’
(iii) Hardness One sample per / s test
Each Sec 1), IS ; 9766 Certificate.
(iv) Water absorption, One sample per & GETCO i.e
percentage by mass Each Specification from approved
(v) Cold bend temperature at One sample per
which sample does not Each
(vi) Accelerated extraction One sample per
(a) Tensile strength
Stability in effect of One sample per
alkalis test : Each
(a) weight increase
at 7 days, % by
(b) weight decrease
by mass at 7 days,
hardness at 7 days
(d) Weight increase
(e) Weight decrease
(f) Dimension change
Bought out item ( shown Check all the items GETCO Joint Approval by A
P as annexure – II ) Specification inspection GETCO.
Check the bought out By GETCO.
items are as per Technical And
specification / IS codes Contractor
before use. Approval of all
bought out items.
GANTRY/EQUIPMENT
FOUNDATION/CABLE
A BEFORE EXCAVATION
(i) Checking of pegs location 100% on each IS: 4091,IS: 3764 Contractor Approved by C
asPer line and alignment Location &GETCO GETCO.
(ii) Checking of pit making as 100% on each Drawing/
per Drawing & RL Location specification
(i) Dimensional conformity Each location IS: 4091,IS: 3764 Contractor Approval by B-3
(ii) Verticality/slopes & Each location approved Contractor (1) Foundations
Squareness of each pit Drawing/ will not be
Specification. placed on
(iii) Verification of Each location Joint filled up soil
classification of inspection
53 Quality Assurance
foundation wherever By GETCO. (2) Minimum
applicable. And depth
Contractor Of foundation
C ANTITERMITE TREAMENT
(i) Check for material to be 100% IS : 6313 & Joint Approval by B-3
used GETCO inspection GETCO.
Specification By GETCO.
(ii) Check for proportion Random And
(iii) Depth and c/c distance of Random
(iv) Check for pouring of Random
required quantity of
liquid in holes
D P.C.C. PADDING For all locations IS:456,GETCO Joint Approval by C
Approved inspection GETCO.
foundation By GETCO.
specification Contractor
E SHUTTERING(Form work)
Check for materials, C
breakage or damage
Check for plumb,
alignment Parallelism,
equidistance from stub
Dimensional check. IS: 456,GETCO Joint Approved by
Check for level & height Specification/ inspection GETCO.
Check for rigidity of 100% Approved By GETCO.
frame/tightness drawings. And
Cleaning and oiling Contractor
Diagonal bracing if
required as per
drawings/site conditions.
Checking of joints to
avoid undue loss of
F PLACEMENT OF REINFORCEMENT STEEL.
(i) Check the steel bars for B-3
rust, cracks, surface
flaws, laminate etc.
(ii) Check as per the bar
bending Schedule before 100% IS: 456,GETCO Joint Approved by
placement of Concrete. Specification/ inspection GETCO.
Check cutting tolerance approved By GETCO.
for bars as per check drawings. And
List/drawings. Contractor
(iii) Check whether all bent
bars and lap lengths are
as per approved bar
bending schedule.
54 Quality Assurance
(iv) Check whether all joints
& crossing of bars are tied
properly with right gauge
& annealed wire as per
(v) Check for proper cover
distance spacing of bars,
spacers, & chairs after
the reinforcement cage
has been put inside the
(vi) Check whether lapping of
bars are tied properly
with right gauge and
annealed wire as per
G PILE FOUNDATION (Additional Tests)
(i) Check of center line of Each pile group IS:2911 &GETCO Checklist to be B-3
pile group Approved pile prepared
Foundation And signed
(ii) Check pile location Each pile Drawings/ jointly
(iii) Temporary casing tube & Each pile
permanent line also check
Thickness of liner
material (if applicable)
(iv) Bentonite slurry (if Each pile
applicable) GETCO Joint
Approved pile inspection
(v) Pile depth, level, size and Each pile foundation by GETCO
alignment Drawings/specific and
ation Contractor
(vi) Chipping of pile head Each pile
(vii) Pile load testing As per GETCO
GBOQ/Specifica-
(viii) Anchor bolts if applicable
(ix) Level, centre-to-centre 100% on each
distance of bolts. Location
(x) Visual check for 100% on each
galvanizing Location
H SETTING OF TEMPLATE
(i) Identification Each foundation GETCO Joint Approval by C
Approved inspection by GETCO
Check for orientation of Each foundation specifications GETCO.
(ii) template to match with and
drawing Contractor
Check for line and level of Each foundation
Check for center line of Each foundation
(iv) foundation and template
55 Quality Assurance
Check for diagonal Each foundation
Check for diameter and Each foundation
(vi) distance of holes
I PLACEMENT OF FOUNDATION BOLTS
(i) Identification (Diameter Each foundation GETCO Joint Approval by C
and length) Approved inspection GETCO
specifications by GETCO
(ii) Check the foundation Each foundation and
bolts for rust, cracks, Contractor
surface flaws, laminate
etc. (Visual check)
(iii) Check for height of bolts Each foundation
above concrete level as
(iv) Check for bolt to bolt Each foundation
distance as per drawing
(v) Check for verticality of Each foundation
(vi) Check for Fixity of bolts Each foundation
J PLACEMENT OF WATER STOP
(i) Check the water stops for
blisters, pinholes, cracks, Random GETCO Joint Approval by B-3
and embedded foreign Approved inspection GETCO
matters (Visual Check ) specifications by GETCO
(ii) Check for width and Contractor
thickness Random
(iii) Line and level
(iv) Fixity during concreting
a Approval of mix design. For each grade of IS: 456 &GETCO Contractor Approval by B-3
Concrete. Approved GETCO
b Batching, mixing & Random IS: 456 &GETCO Contractor Approval by B-3
placing of concrete and Approved GETCO
compacting drawings
Placing concrete, and Random specifications
c Concrete testing
Slump test Random IS:456,IS:516,IS:1 Contractor Results to be B-3
And GETCO and signed
Check for quantities for Random Specifications Jointly
cement, fine aggregate,
coarse aggregate and
water while batching
d Concrete cube testing
56 Quality Assurance
Compressive Strength Sample (Consisting Is:1199,IS:456, Govt. To be witnessed B-3
of minimum 6 IS:516 Approved lab for important
cubes-3 cubes for structure
7days and 3 cubes (slab)&
for 28 days test) Approved by
1-5 Cmt : 1 GETCO
Above 50 Cmt : 4+1
additional for each
additional 50 Cmt
Check for thickness of 100% GETCO Govt. To be witnessed C
Layer & watering Specifications. Approved lab &
Visual check for Approved by
correction/ramming GETCO
Compaction test
(Percentage of Max dry
Mortar mix/proportion Random IS:2250, Joint Approval by C
GETCO inspection GETCO
Plumb & Alignment Random Specification by GETCO
Joints Random Contractor
Plastering thickness and Random GETCO Joint Approved by C
evenness Specification inspection GETCO
Mortar mix proportion Random GETCO and
Specification Contractor
(i) Thickness of flooring Random GETCO Joint Approved by B-3
material (Kotah Specification inspection GETCO
stone/Vitrified by GETCO
tiles/glazed tiles) and
(ii) Mortar mix proportion Random Contractor
(iii) Line and level 100%
(iv) Joints 100%
P WATERPROOFING
(i) Check for material to be 100% GETCO Joint Approval by B-3
used Specification,. inspection GETCO
(ii) Cleaning of terrace And
Random Contractor
(iii) Proportion of mortar
Q CURING FOR CONCRETE, 100% on all IS 5613 &GETCO Contractor. Approval by C
MASONRY,PLASTERING locations Specification,. GETCO
R ALLUMINIUM DOORS/WINDOWS
57 Quality Assurance
(i) Check for size of different Random IS : 733, IS: 1285, Joint Approval by B-2
members IS : 1868, & inspection GETCO
GETCO By GETCO.
(ii) Check for weight of Random Specification and
different members Contractor
(iii) Check for anodizing Random report from
(iv) Check for joints of various Random
(v) Check for thickness of Random
(vi) Fixing (line, level, plumb)
(vii) Gap between frame and
S FALSE CEILING
(i) Type of false ceiling Random GETCO Joint Approval by B-2
Specification inspection GETCO
(ii) Thickness of false ceiling By GETCO.
panel Random And
(iii) Check for size and weight Random
of different members of
false ceiling skeleton
(iv) Fixing with wall Random
(v) Line and level Random
(vi) Check for hangers Random
(vii) Cutouts for lighting Random
T GI PIPE FOR WATER SUPPLY
(i) Check for weight as per Random IS : 1239 & Joint Approval by B-3
diameter of pipe GETCO inspection GETCO
Specification By GETCO.
(ii) Depth of excavation for Random And
pipe line Contractor
(iii) Laying of pipe line as per Random
(iv) Fixing of pipe with 100%
clamps on walls
(v) Watertight ness of joints 100%
U SITE SURFACING
(i) Check for layers of 100% GETCO Contractor Approval by B-3
200mm Specification and GETCO
(ii) Check for watering 100% approved
(iii) Check for rolling 100%
(iv) Check for density (% 100%
58 Quality Assurance
(i) Visual check for material
One sample IS383 & 2386 Contractor Approval by B-3
(ii) Stacking of material GETCO GETCO
(iii) Preparing the land for GETCO
road Random Specification
Spreading of metal in
(iv) required thickness Random
(v) Camber Random
(vi) Rolling Random
(vii) Watering Random
W YARD QUARRY DUST/METAL SPREADING
(i) Visual check of material One sample IS383 & 2386 Contractor Approval by B-3
(ii) Stacking of material 100% Specs.
(iii) Preparing the land up to Random
(iv) Spreading of material of Random
required thickness
(v) Compaction Random
X FALSE FLOORING
(i) Type of false flooring Random GETCO Joint Approval by B-2
Specification inspection GETCO
(ii) Thickness of false flooring By GETCO.
panel Random And
(iii) Check for size and weight Random
of different members of
false flooring skeleton
(iv) Fixing with floor Random
(v) Line and level Random
(vi) Check for studs Random
(vii) Cutouts for panel to be Random
supported on MS channel
Y PERIPHERAL/ROAD SIDE DRAIN
(i) Alignment as per lay out 100% on each As per approved contractor Approval by C
Location drawings GETCO
(ii) Invert level as per outlet 100% on each As per approved contractor Approval by C
points Location drawings GETCO
(iii) Concrete and masonry As per Approved contractor Approval by C
as per FQP drawings GETCO
59 Quality Assurance
: GENERAL GUIDELINES FOR IMPLEMENTATION:
1. Details of categories of check codes A,B & C including accepting and deviation dispositioning
authorities are indicated at annexure-I
2. GETCO specification shall mean GETCO technical specification, approved drawings data sheets
and Law provisions applicable for the specific contract.
3. Acceptance criteria and permissible limits shall be as per relevant Indian Standards and/ or
prevalent code of practice / GETCO specifications.
4. It is clarified that the tests indicated at column 2 of this FQP i.e. against column “component
operation & Description of test “, are only generally required to be conducted. However, GETCO
reserves the right to carry out any additional tests at any stage if the situation so warrants.
5. SE (TR) of circle shall approve testing laboratory before accepting the test results from the lab.
6. SE (TR) of circle shall approve the sources for cement, coarse aggregate, fine aggregate & water
before actual utilization.
7. All the testing & measuring equipment used by the contractor for testing are required to be
calibrated. A Copy of valid calibration report shall be retained by GETCO based on the joint
8. Classification of foundations shall be approved by GETCO based on the joint inspection report &
Soil investigation reports.
9. Zone-IV fine aggregate shall be used for nominal mix. Reinforced cement-concreting work.
Zone-IV fine aggregate shall be avoided for design mix reinforced cement concreting work unless
tests have been done to ascertain the suitability of proposed with the prior approval GETCO sit.
10. Bricks should be free from cracks, flaws and modules of free lime. They should have smooth
rectangular faces with sharp corners and should be uniform in color.
In case of cement is in the scope of the contractor, the same shall be procured from sources
approved by GETCO site and got tested on sample basis for specified acceptance tests as specified
in the FQP at a reputed third party lab approved by GETCO site.
The samples of cement for site testing shall be taken within three week of the delivery and all
the tests shall be commenced within one week of sampling. If the cement remains in store for a
period of more than Six months. All the site tests are required to repeated before usage.
The source and grade of cement shall be as per approved design mix.
12. Reinforcement steel & structural steel used in cable trenches & foundations
In case supply of steel is in the scope of the contractor, the same shall be procured from the
main producers i.e. SAIL, TISCO, IISCO or RashtriyaIspat Nigam or the rollers approved by main
The results of testing of cement and reinforcement steel referred in 12.1 and 13.1 above shall
be got approved from GETCO site before cement and reinforcement steel are put to use.
However, in exceptional cases due to exigencies of work, GETCO site may authorize the
contractor to use cement and reinforcement steel even before the test results are received.
However, in all such cases, if the test results subsequently received are found to be not complying
with the specified acceptance criteria, the contractor shall have to dismantle and recast all such
foundations cast with such non-conforming materials at his own cost. Confirmation to this effect
shall be obtained from the contractor by the project authorities beforehand in all such cases.
13. The contractor shall submit welding procedure specification (WPS) including the type of electrode
used for approval of GETCO site before staring the welding work. The welder with proper
certificate shall be deployed
14. Approval/acceptance of individual test results by GETCO in the course of execution of contract
will neither relieve the contractor from his contractual obligations and responsibilities, nor does
it limit the owner’s right under the contract.
15. In case, requirement of special items like super sulphate cement, corrosive resistant
Steel (CRS) etc. arise due to site conditions, the specific approval of GETCO may be obtained
before using the same and all the tests as per relevant standards shall be carried out.
16. All the materials shall be stored by the contractor in a manner affording convenient access for
identification and inspection at all the times. Storage of material shall be in accordance with IS:
4032 (latest edition).
GUJARAT ENERGY TRANSMISSION CORPORATION LIMITED
Accepting and deviation dispositioning authorities for different Categories of
checks as envisaged in field quality plan
Category type 100%Checking/ counter Accepting Deviation
of witnessing by check/ Authority, Dispositioning
Check if Authority
surveillance Test results
check by Are within
A Critical EE (civil) of circle SE(TR) SE(TR) CE, Corporate
With Contractor’s Plus EE(C) Plus EE(C) Office
B-1 Major D E (Quality E E (Quality EE (Quality CE (Quality
Deptt) Deptt) Deptt) Deptt)
B-2 Major EE (civil) of circle SE (Civil) SE (Civil) CE, Corporate
With Contractor’s plus EE (C) Office
B-3 Major DE(C) EE(C) EE(C) SE(TR)
C Minor JE(C) DE(C) DE(C) EE(C)
BOUGHT OUT ITEMS
Check the following bought out items for their specifications / IS codes before use
2. Murrum or yellow earth for filling in yard or plinth.
3. Bricks/Block.
4. Reinforcement.
5. Structural steel.
6. Foundation bolts.
7. Fine aggregate.
8. Coarse aggregate for all type of concrete, WBM road and metal spreading in yard.
9. PVC water pipe line with fixtures.
10. PVC drainage pipeline with fixture.
11. PVC rain water pipe with fixture.
12. PVC casing pipe for bore well.
13. 4 mm thick flat copper cable for submersible pump
14. Teak wood for frame and shutter.
15. Aluminum door, window and ventilator.
17. Steel cupboard shutter.
18. False ceiling material.
19. Glazed tiles.
20. Kotah stone and marble strips.
21. Vitrified tiles.
22. Granite or Marbo granite tiles.
23. Metallic hardener topping.
24. Paver concrete block.
25. Prestressed concrete cover for cable trench.
26. Oil bound distemper.
27. Acid/Alkali resistant paint.
28. Apex or equivalent exterior paint.
29. Epoxy paint for flooring in GIS room.
30. Rolling shutter.
31. Chain link fencing panel and angle.
32. Wash basin.
33. Orissa pan/European pan.
34. Glass mirror.
35. Marble year plate.
36. Towel rod for bathroom.
37. Sliding gate.
38. RCC Hume pipe. (Pressure/Non pressure).
39. Submersible pump for bore well.
40. Substation Sign boards.
41. Acrylic nameplates.
42. MS cover for cable trench in control room/GIS room.
43. Ear thing strips.
44. Grout materials for foundation/flooring.
(D) TECHNICAL SPECIFICATIONS:
(E1) General Conditions:
1. The contractors shall at their own expense make all necessary provisions for housing, water supply,
and sanitary arrangements for their employees as well as for works and shall pay direct to the authorities
concerned, all rates and taxes.
2. The contractor shall make their own arrangements for the necessary approach, road, for transport of
their materials and be responsible for the compensation on account of damage to crop etc. & shall till
completion of work.
3. All the royalty charges, Octroi and other duties & all taxes will be paid by the contractor and no extra
be claimed on this account.
4. Godowns or sheds hired or constructed for storing of controlled materials and more particularly of
cement shall be such as would prevent the materials from being damaged in any way.
5. It will be incumbent on the contractors to have on the site of work only such of the materials as have
been duly passed by the Engineer-in-charge. Materials that have been rejected must on no account be
allowed to remain on the site, and in spite written order to do so, any such rejected material is on the
site beyond a period of 48 hours’ notice, the Engineer-in-charge shall have the right to remove it, at the
risk and cost of the contractors and even to destroy it.
6. It must be distinctly understood that conditions of contract and of claims in respect of extra work,
will not be allowed unless the works to which they relate is clearly without the spirit and meaning of the
specifications or unless such works are ordered in writing by the Engineer-in-charge and claimed for in
specified manner.
7. On completion of the work, the site shall be cleared by the contractor within the stipulated period,
and ground brought to original state and they shall not be entitled for any extra claim on this account.
8. General Specifications of the relevant Indian standard specification shall also apply.
9. Damage to work clause:
The works whether fully constructed or not and all materials, machinery plant tools, temporary buildings
and other things connected there shall be at the risk and in the sole charge of the contractor, until the
works have been delivered, completed to the satisfaction of the Engineer-in – charge and certificate
from him to the effect is obtained. Until such delivery, the contractor shall at their own cost, take all
the precautions reasonably necessary, to keep all the aforesaid works, materials, machinery, plant tools.
Temporary buildings and other things connected with the works, free from any loss or damage and in the
event of the same or any part thereof being lost or damaged, shall forthwith within the possible speed,
reinstate and made good such loss or damage at contractor’s own cost.
10. Any components or part of the work shall not be given to any sub-contractor without approval of the
competent authority of the Corporation. The whole responsibility of the execution of the work, as per
the terms and conditions of the contract, will entirely rest of the main contractor. The main contractor
shall always keep his responsible representative, preferably a technical hand, on work site with powers
to sign M.R.s. and take necessary decision and implement the instructions issued in the interest of
efficient execution of the works.
11. The Engineer-in-charge will fix the hours of work, and no work shall be executed beyond that period,
during night time or in absence of the Engineer-in-charge of his authorized agent. The box measures
shall be filled only in the presence of the engineer-in-charge or his authorized agent.
12. Contractor will be asked to present the sample of materials, and the approved samples will be
preserved at the site of work, and no charge in the approved sample will be allowed, without the written
permission of the Engineer-in-charge.
13. In any work is not executed according to the specifications, and the directions of the Engineer-in -
charge, the same will be rejected, and the contractor has re execute the same without any financial
implication to the Corporation.
14. Contractor will have to communicate the name of his authorized agent, who shall be present on the
works, and shall be authorized to sign the material requisitions, receive instruction given verbally or on
the order book, on behalf of the contractor.
15. The contractor will have to sign the conditions of contract, and execute the agreements, send the
list of previous works executed, solvency certificate and pay up the security deposits, falling to that,
the tender will be rejected and earnest money deposited will be forfeited. The value of the stamp paper
and stamp duty charges shall be borne by the contractor.
16. Tenderer must return the form of tender, with the specifications and the schedule of quantities, and
rates and other schedules only signed on each page. Any tender not bearing signature of the tenderer on
all the documents accompanying the tender is liable to be rejected.
17. Before submitting his tender, unit rates, which shall be for the finished work complete, including
charges involved in testing, maintenance for a period of 12 months, the tenderer shall closely examine
the specifications and carefully study the drawings and all documents, which form a part of the contract,
to be entered into by the accepted tenderer.
18. The Tenderer must visit the site of works and see for himself the site conditions regarding water,
labour conditions rates approach road during all seasons and all other matters affecting the works before
submitting the tender.
19. The submission of tender by a contractor implies that, he has read these instructions, the conditions
of contract etc. and has made himself aware of the scope and specifications of the work to be done, and
of conditions and rates at which stores will be issued to him, and local conditions and other factors
bearing on the executions of the work. The Corporation will not therefore, after acceptance contractor’s
rate, pay any extra charge for lead or for any other reason. In case the contractor is found later on, to
have misjudged the site conditions.
20. The tender document shall be written legibly and free from erasure, over writing or conversions of
figures. Correction where unavoidable, shall be made by crossing out, initialing, dating and rewriting.
21. The Corporation or its officers, who accept tender, shall have the right of rejecting all or any of the
tenders, and will not be found to accept the lowest offer not to assign any reasons whatever, for the
rejection of any tender or all tenders.
22. The tender notice to tenderer shall from a part of the contract.
23. The entire work is to be completed, within the stipulated time limit from the date of issue of letter
for commencement of the work by field office. The contractor will not be eligible for any extra for the
idle period of works, or waiting period that may be required to suit other consideration, and no claims
for compensations on account of such, will be considered. However in case of delay due to circumstances
beyond the control of contractors, either in date of commencement or due to, waiting during
construction, extension in time may be considered for completion of works, without any penalty to the
24. The contractor shall keep full time qualified Civil Engineers at the site, who shall be fully authorized
to receive and comply with such instructions, as given by the Executive engineer. The name of such
Engineer with his qualifications and experience shall be intimated by the contractor.
The Executive Engineer shall have the right to demand the removal of any technical personnel, skilled
or unskilled workmen, who in his opinion are considered to cause bad workmanship in the execution of
works or to cause indiscipline.
25. The department reserves the right to make any change in the design and the plans of the works and
the contractor shall be bound to carry out them at the rates tendered. No claim or compensation will be
allowed on this account.
26. Bills shall be submitted by the contractor monthly on or before the date fixed by the Executive
Engineer, for all works executed in the previous months.
27. Should this tender be accepted I /We hereby agree to abide by and fulfill all the terms and provisions
of the “Tender & contract for works” as applicable, and in default thereof to forfeit and pay to the
Corporation the sums of money due.
28. The contractor shall keep instruction book on site, for taking site instruction from time to time. This
book shall be made available on site whenever asked for.
29. The contractor shall pay wage to the workers, as per minimum wages act as declared by the
Government time to time.
30. The contractor shall follow all labour laws of Govt.
31. Contractor shall arrange for testing of material to be used in the work or finished product, if desired
by the Executive Engineer. The provision shall be made in the unit rate quoted for this.
32. The full value of the “Earnest Money Deposit” paid herewith, shall be forfeited to the Corporation,
if the contractor fails to deposit the full amount of specified security deposit, within stipulated time.
(E2) Use of Materials:
I. The contractor shall have to use the best quality of materials in the work, as per the specifications
and relevant I.S. codes. In case Corporation desires to carry out any field test/laboratory test for any
materials required for the work, the contractor shall arrange for the same at his own cost.
Further, for any finished works such as masonry, plastering, cube testing for all important concreting
work etc., if any testing is required same shall be arranged by the contractor at his own cost. The
contractor shall have to maintain the regular records for such testing and shall submit along with each
II. No collection of materials shall be made before it is go t approved from the Engineer-in-charge.
III. Materials, if and when rejected by the Engineer-in-charge shall be immediately removed from site of
IV. All installations pertaining to water supply and fixtures thereof as well as drainage lines and sanitary
fittings shall be deemed to be completed only after giving satisfactory tests by the contractor.
V. Approval to the samples of various materials given by the EIC shall not absolve the contractor from
the responsibility of replacing defective material brought on site or materials used in the work found
defective at a later date. The contractor shall have no claim to any payment or compensation whatsoever
on account of any such material being rejected by E.I.C.
VI. Approval to any of the executed item for the work does not in any way relieve the contractor of his
responsibility for the correctness, soundness and strength of the structure as per the drawing and
VII."Contractor has to bring the Cement, Reinforcement steel, Structural steel and Testing Laboratories
from approved brand list published on GETCO's website only”.
Special condition for use of cement in work:
1). The rate in Schedule-B is inclusive of cement cost. Contractor has to purchase fresh 43-53 grade
cement confirming to as per IS: 8112 and of approved brand by G. E. T.C.O.
2). Contractor has to construct pucca go-down at site of work so that cement bags can be properly
preserved to avoid damage due to any kind of water.
3). Contractor has to bring sufficient of cement bags and at no time less than 200 (two hundred.)
bags to maintain progress of work .The work should not suffer for want of cement.
4). Cement should give the required strength.
5).To bring sufficient and timely cement at site is full responsibility of contractor Nothing extra will
be paid on account of any reason to maintain progress of work and to complete the work in
6). Contractor has to submit material account for consumption of cement used with every bill. In
case of not submitting the same, bill will not be passed. Party has to submit the copy of
cement/purchase bill along with each RA Bill/Final Bill.
7).No negative variation will be allowed for consumption in cement then prescribed as per booklet
of technical specification of Corporation/mix design and nothing will be paid extra for over
8).Contractor is fully responsible for safety of cement at site; nothing will be paid extra on account
9). If Corporation’s authorized representative wants to check cement stock at site, contractor has to
allow for the same at any time.
10). Contractor has to maintain day-to-day cement consumption / balance account at site.
11). As far as possible contractor has to maintain supply of cement of only approved brand and grade
throughout the work.
12). Minimum cement consumption considered for cement concrete having grade of M-15/M-20/M-
25/ M-30 is 300 Kgs/320-Kgs/370Kgs/396Kgs respectively. Contractor has to use minimum cement as
above. Contractor should not use less than the prescribed quality of cement even in the case of mix
design recommends lower quantity.
13). Contractor will be allowed to carry out work only after physical verification of cement brought
(E3) CEMENT CONSUMPTION SCHEDULE:
The proportion of cement with coarse aggregate and the fine aggregate for cement concrete works &
with sand in case of cement mortar will be in accordance with the under mentioned schedule showing
the consumption of cement in bags. The Engineer-in-charge will adjust the proportion of cement
irrespective of the mix mentioned in the description of the items, to ensure the consumption of the
cement as per prescribed schedule. The tendered rate will be considered to have been based on the
consumption of cement in this schedule and nothing extra will be paid on this account.
a. If the quantity of cement shown as utilized in the work, is observed to be less than permitted, as
below then work will be accepted at reduce rate at the discretion of EIC, if deemed fit.
Table showing the cement required to be consumed in civil work items.
Sr. No. Item Description Unit Cement to be consumed in Bags
1. Masonry Works
B.B. Masonry in C.M. 1:6. 1 CMT
U.C.R. Masonry in C.M. 1:6 1 CMT
U.C.R. with pointing in C.M. 1: 2 1 CMT
115 mm thick B. B. Partition in C.M. 1:4 1 SMT
–do- but with both sides plaster in
C.M. 1:3;12 mm thick. 1 SMT
2. Cement Concrete works without finishing 1 SMT
25 mm thick I.P.S. in C.C. 1:2:4 1SMT
–do- 40 mm thick 1SMT
–do- 50 mm thick 1 SMT
–do- 75 mm thick 1SMT
–do- 100 mm thick 1SMT
Cement for fixing marble Mosaic Tiles 1SMT
–do- White glazed tiles with 12 mm thick 1SMT
coating cement plaster for leveling.
Terrazzo floor finishing 20 mm thick with 1SMT
mm thick back coating cement plaster.
Kotah stone flooring 1SMT
4. Bedding Below Flooring
110 mm thick C. C. 1 : 4 : 8 1 SMT
5. Plastering & Pointing
12 mm thick C.P. in C.M. 1 : 3 1SMT
20 mm thick C.P. in C.M. 1:3 1SMT
20 mm thick sand faced in two layers. 1SMT
Cement Pointing 1 : 1 1SMT
6. Ground Sink 750 x 750 mm with dwarf wall 1NO
115 mm thick 40 mm IPS with 110mm. thick
1: 5: 10 bedding,
7. RCC water tank 1000 liter. (1.2x1.2x0.9M 1NO
with free Corporation)
– do – size (2x2x0.9 M with free 1NO
Corporation) (3000 Liters)
8. Kitchen Platform with 75 mm thick slab with
partitions with 12 mm smooth plaster.
Size 2000 x 675 mm 1NO
Size 3000 x 675 mm 1NO
9. 75 mm quarter round vata in C.M. 1:2. 100RMT
100 mm – do – 100RMT
150 mm – do – 100RMT
10. Fixing W.C. Pan 1 No.
11. Gully trap with chamber or 300x300mm. 1NO
12 50mm thick RCC shelf in C.C. 1:1 ½ : 3 1 SMT
13 - do - precast cover 300 mm, wide 50 mm 1SMT
thick with smooth finishing on all sides.
14 Manhole chambers with 230 mm, thick
masonry in C.M. 1:6 and depth up to av.
mm incl. cement plaster in C.M. 1:3 inside,
top and outside up to 150 mm depth.
Size 900 x 450 mm 1NO
Size 600 x 450 mm 1NO
Size 600 x 600 mm 1NO
Size 900 x 900 mm 1NO
Size 450 x 450 mm 1NO
Size 300 x 300 mm with 110 mm partition 1NO
15 RCC hume pipe with filling joints in C.M. 1:1
and bed concrete 1:4:8 below joints 150 mm.
750 mm Dia 1RMT
650 mm Dia 1RMT
450 mm Dia 1RMT
300 mm Dia 1RMT
225 mm Dia 1RMT
150 mm Dia 1RMT
16. Porcelain Pipes (S.W.G. Pipes)
100 mm Dia 1RMT
150 mm Dia. 1RMT
17 150 mm Dia half round gutter in C.C. 1:3:6 1 RMT
18 2500 mm Dia x 300 mm deep of hollow
Masonry in C.M. 1:6 with C.C. 1:4:8 bedding 1NO
& RCC slab cover, for soak pit.
Note: (1) Consumption figures mentioned against each item is for theoretical consumption. This
consumption may very + 5 %.
(2) In the case of plaster to masonry walls, an extra quantity of 1 Cft to mortar for every 100 sq. ft. of
area may be allowed at the discretion of EIC.
General: Please refer latest edition of relevant Indian Standard Specification of Code i.e. B.I.S. General
relevant I.S. of B.I.S. shall prevail for all items including materials, measurements etc. The Item wise
detailed specifications are intended for full description of items covered by Schedule “B”. The
specifications are not however intended to cover every detail and the works shall be executed according
to the spirit of the specifications below and the best prevailing P.W.D. practice. The clarification to any
clause in detailed specifications shall be sought from the latest edition of relevant I.S. specification and
codes. Where these specifications are at variance with the specification laid down in the I.S. Books
stated above, the former will be applicable. As regarded matters not covered by any of the above
specification, the decision of the Executive Engineer-in-charge shall be treated as final and shall be
binding upon the contractor. The contractor is expected to get clarified any doubt about specification,
etc. before tendering by discussing with Executive Engineer.
(E4) TECHNICAL SPECIFICATIONS OF VARIOUS ITEMS:
Single pile 50mm in alignment group of piles – 75mm
* Grade M-30 or M-25 as specified. Aggregate size – 20mm down.
* Designed water cement ratio shall be maintained.
* Minimum cement content shall not be less than 370 kg. Per cu.mt. for M-25 & 396 kg. For M-30
cement concrete and slump of concrete should not be less than 150mm.
Concrete Placing:
The concreting shall be done by tremie with minimum diameter 200mm of pipe – when concreting is
carried out under water, casing/liner should be installed to the full depth of the bore hole or 2m into
non-collapsible stratum, so that fragments of ground cannot drop from the sides of the hole into
concrete, as it is placed. This shall be done strictly as per the directive of GETCO Engineer-in-Charge.
The hopper and tremie shall be a closed system embedded in the placed concrete by 1.50m concrete so
that water cannot pass. The pile should be concreted wholly by tremie only and uninterrupted.
The quantity of concrete used shall be compared with calculated quantity at various depths, as per
drawing to have check against fall of debris, or side caving.
Reinforcement cage shall be prepared as per design & drawing, with cover blocks and shall be placed
centrally, so that sides of pile bore are not disturbed.
The length of cage shall be determined as per the actual depth of bore including socketing length of pile
into rock if any.
Sufficient care shall be taken to avoid any lifting or tilting of reinforcement cage, at the time of
Boring operation:
Rotary or percussion type drilling rigs using direct mud/bentonite circulation or reverse circulation
methods to bring the cuttings out shall do boring operation.
Pile bore log shall be maintained and shall be compared with soil investigation report and design &
The size of cutting tool should not be less than the pile diameter by more than 75mm.
Proper cleaning of pile bore after lowering the reinforcement and before concreting shall be done. On
completion of bore as per required depth as per design, the bottom of the bore shall be flushed to
remove debris till clear water comes out.
When liner is used and the pile bore is filled with water or drilling mud, the bottom part may be
concreted using tremie so that the liner is effectively sealed against ingress of ground water.
For execution of piling work relevant latest IS Code of materials and working method shall be followed.
The Proportion of fine, coarse aggregates and cement shall be as specified in item of tender where
nominal mix is to be used. Proportion of martial shall be carried out such that the proportion of materials
is readily verifiable. Material must be measured in boxes of steel or wooden, approved by EIC. Box to be
used for which aggregate, its size etc. shall be clearly marked on box. No ramming of boxes will be
permitted. Slight variation in proportion for technical requirement will have to be carried out without
any extra cost. Boxes shall be filled in presence of authorized agent of Corporation and work shall be
carried out during working hours fixed by Corporation or approved by Engineer-in-charge.
Where strength of concrete is specified instead of nominal mix, contractor will have design mix for the
specified strength as provided in IS code for design mix. Proportion shall be used on weight of ingredients
of concrete using specified size of the coarse aggregate in item. If ordered, contractor will have to get
economical design from Gujarat Engineering Research Institute or other approved institution.
Where permitted, in case of small works, proportional of weight basis can be converted to volumetric
for use at site with maintaining same quality of aggregates as used in designing the mix. Design mix shall
be got approved and minimum cement if specified shall have to be used. Any charge in source of
aggregate will require redesigning of the concrete mix. The engineer shall have right to inspect the
source of materials used and contractor will have to arrange for testing of material, if ordered, without
any extra cost.
Coarse aggregate & fine aggregate i.e. black Trap metal, Grit, sand etc. shall confirm to IS 353 for
aggregate form natural source. Aggregates shall be strong, hard, durable, free from foreign materials
and adherence. If found necessary, contractor shall have to arrange testing of aggregate according to IS
Coarse aggregate shall be of specified size in the item viz 40 mm, 20 mm, 10 mm etc. Where gradation
is to be done in mix design, it shall be properly graded. Coarse aggregates shall be free from mica, shale
etc. The pieces shall be angular in shape having granular or crystalline surface, triangular, flaky &
laminated should not be used. If ordered by Engineer-in-charge, aggregates shall have to be screened or
washed. Samples of coarse aggregates to be used shall be got approved and source of approved quality
material shall not be changed without prior approval.
Sand shall be clean river sand of quality approved as per IS confirming to gradation zones. Sand shall
have fineness modulus of not less than 2.2 or more than 3.2.
When sufficient quantity of aggregates are to be collected. they shall be stacked separately in piles to
avoid inter mixing. Mixing or earth, organic materials and other foreign materials shall be avoided. Rakers
shall be used for lifting of coarse aggregates. Coarse aggregate having specific gravity of less then
shall not be used.
Cement shall be ordinary Portland cement unless otherwise specifically specified. One bag of cement is
considered 50 kg. of cement. If cement is to be procured by contractor from outside, certified report
that cement confirms to the provision of I.S. shall be furnished if demanded. If necessary, testing will
have to be carried out, in approved laboratory without any extra cost. For compressive strength and
initial setting time test as per I.S.456.
Water to be used for mixing and curing shall be potable water free injurious and deleterious materials
confirming to IS 3025, proper storing facility at site shall be provided by contractor and see that water
do not get contaminated – The suitability of water for making concrete shall be ascertained. Water shall
confirm to the test as given in I.S.3025.
Ingredients i.e. cement, sand and coarse aggregates shall be measured by weigh batcher or volumetric
boxes as specified or approved. Boxes for each component shall be prepared for such quantity that will
be required for one bag of cement.
All ingredients shall be mixed in mechanical mixer. Ingredients shall be first mixed dry for 1 minute and
then required quantity of water is added as per design and mixed for minimum 1 ½ minutes till concrete
is uniform. Entire concrete in the mixing drum shall be discharged in pre operation before raw materials
for second batch is feed into the drum.
Concrete which can be laid before initial setting time of cement shall be prepared. Party set or tempered
concrete shall not be used. Mixer machine, weigh batcher etc. shall be cleared after completion of work.
Mechanical mixture shall comply to I.S.1791.
For checking consistency and workability of concrete, slump test shall be carried out as per IS 1199 if
desired by Engineer-in-charge.
Before laying of concrete, shuttering and reinforcement shall be got checked. Where inserts are to be
provided, they shall be fixed properly at places shown. Concrete shall be laid on cleaned surface.
Concrete shall be laid such that ingredients do not get separated and on segregation of concrete is
caused. Concrete shall be consolidated properly with vibrators or other approved method according to
the requirement of jobs. Joints in concrete shall be left as shown or as directed by Engineer-in-charge.
Where concrete is to be place from height, necessary chute shall be provided.
Concrete work shall be cured for minimum period of 15 days. Horizontal surface shall be cured by ponding
and vertical surface shall be kept wet by tying gunny cloth or gunny bags and keeping them wet by
spraying or sprinkling water. Where structure is at higher-level contractor shall arrange for pumping
arrangement for water. Watertight sump may be prepared on site or storing of water for curing and
Curing is important for gaining strength of cement structure. Hence full proof arrangement is required
to be made. If curing is found sufficient, the same shall be arranged by department as risk and cost of
contractor and charges as per rules shall be recovered from contractor’s bills.
Concrete work where specified in item as exposed surface shall be plastered 12mm thick in CM 1:3 as
per specifications of plastering item. Any finishing required to make surface in level of flush to adjoining
surface shall be made by contractor with mortar specified portion of concrete.
Cement required to plastering of finishing shall be drawn separately. In plastering of slab bottom,
chhajas etc. wherever patta, groove, bend etc. are shown same shall be executed in this item without
any extra cost. Where slopes is to be given for drainage and is not provided properly will have to be done
without any extra cost. Edges of beam, pillars, etc. where chamfering is shown or instructed shall be
done without extra cost.
If concrete surface is found honey combed and same is rejected by Executive Engineer, it shall have to
be dismantled and recast by contractor without any extra cost at his risk and cost.
(VII) SHUTTERING :
The form work shall be rigid, sufficiently strong and well anchored to bear the load which it has to take
without any distortion. It shall be backed sufficient so as not to budge of twist. Form work shall be of
steel plates or plywood. Where exposed surface is desired, plywood shuttering will have to be provided.
All surface coming in contact with concrete shall be applied with shuttering oil after cleaning properly.
Props supporting from work shall rest on pucca platform. Adjustment of height shall be done with wooden
wedges. Spacing of props shall be as instructed by Engineer-in - charge of work.
Form work shall be got checked form the Executive Engineer or his authorized agent and on clearance
only, further work should be done. Necessary opening, in form work, for providing hooks, kada or other
inserts will have to be made by contractor, as instructed, without any extra cost. Removal of from work
shall be carried out slowly and at the specified period as under. In case it is ordered to contractor to
keep for more period, considering quality of cement or other factors, same will have to be done by
contractor. Minimum period of de-shuttering shall be as under.
1. Vertical surface 24 hours.
2. Slab up to 4.5M span 8 days
More than 4.5M span 14 days
3. Beam soffits (bottom) 20 days
Removal of shuttering shall be done only on getting clearance from Ex. Engr. in change of work.
Various IS. specifications for scaffolding materials and code of practice shall be followed.
(VIII) MEASUREMENT & PAYMENTS :
Unless otherwise specified separately, item of concrete work shall be inclusive of shuttering work
required for the same with scaffolding, ladders etc., No separate payment should be made for keeping
holes, pockets, keeping inserts in position etc.
Payment of concrete work shall be made on Cu. Mt. basis. No deduction will be made for reinforcements,
opening of less than 1/20 Sq. Mt. in area where measurement is in sq.m. and 1/150 cu.m. where concrete
is to be measured in CU. M.
Rate quoted for the item shall be inclusive of all materials, ingredients, labour, mixer & other machinery,
scaffolding, laying in position and fixing of all inserts curing other requirements for the complete
execution of item.
B. WATER SUPPLY
G.I. pipe be used for water supply shall be of class ‘c’ confirming to I.S. Specifications. It shall be fixed
with suitable clamps, for concealing with necessary groove in wall and finishing with C.M. When pipe is
to be laid underground necessary excavation shall be done to level required. Pipe shall be given 3 coats
of coal tar. For joining pipes specials of approved quality (extra thick) shall be used. If item provide
painting of pipe same shall be painted with approved brand quality and tint enamel paint. All specials
shall be provided as instructed.
Skilled plumber shall be employed on job. Pipes shall be laid as per detailed drawings or as directed on
site. Generally shortest route shall be followed. At connection of pipe with special, joint shall be made
water tight with hemp rope and zinc white or Teflon tape.
On completion of laying of pope and before sealing of concealed pipe and underground pipe, leak proof
test shall be given.
All the piping work shall be measured in running meter and rate quoted shall be inclusive of all special
required and all operations required for cutting, threading, joining, excavation, making groove in wall,
sealing grout, backfilling, providing clamps with screws, painting etc. complete.
C. WOOD WORK GENERAL FOR DOORS WINDOWS, CUP BOARD etc.
The timber shall be of best quality Bulsar teak or equivalent teak approved by Executive Engineer.
Decision of Executive Engineer in this connection will be final. If desired by Executive Engineer,
contractor shall have to arrange testing of wood samples selected by department at random, in the
laboratory as instructed by department. Sample of wood approved shall be preserved and contractor
shall procure wood of the approved quality only. The source of wood shall be informed to the Engineer-
The timber to be used for wood work shall be well seasoned, closed grains, uniform texture, free from
knots, rots, soft, cracks, mend, spongy spots etc. The size of frame and all members shall be final size
after planning and finishing. Undersized wooden members shall not be accepted. Wood of inferior
quality, undersize shall be liable to rejection.
When frames or other members are ready they shall be got checked from Engineer-in-charge and got
approved for quality and workmanship. Primer coat of paint shall be applied only after clearance by
Engineer-in-charge. If the wooden members are found warped, shrunk or with bad workmanship within
guarantee period, the same shall have to be replaced by contractor without any extra cost and to the
satisfaction of engineer-in-charge.
Before fixing, the frame of door it shall be provided with six nos. M.S. flat 37mm x 6mm and 300 mm
long hold fasts fixed to the frame, with screws as directed. Hold fast shall be with split end and bent at
right angle to hold fast. Holes shall be provided at other end of hold fast for fixing of screws. Sample of
holdfast shall be got approved from Engineer-in-charge. Windows and cupboard shall be provided with
Nos. or 2 Nos. of hold fast according to the size of frame and as instructed by Engineer-in-charge in
addition to horns projecting minimum 75 mm on both sides of top & bottom members. The side of frame
to be embedded in the wall or in touch with wall or floor, shall be applied uniform thick coat of coal
The frame shall be rebated on one side (or both sides) 12 mm deep and of full thickness of shutter and
to have a return bead on the other to be chamfered or rounded as directed by Engineer-in-charge.
Wherever M.S. Bars of 16 mm diameter are specified in frame as grill in windows or ventilator, they shall
be provided at 100 m c/c and shall be locked in frame for minimum 40mm deep. if M.S. flat is to be
provided the flat of size 50 x 10 mm, 1 or 2 Nos. as specified, they shall be provided.
The thickness of shutter and members of shutter frame shall be as per details given in drawing or supplied
at site. Size specified shall be after planning & finishing without painting. Where single plank is specified
single plank shall be used. The joint shall be tongue and groove joint. Shutter shall be single or double
shutter as per drawing and details given or as directed at site. For paneled doors the panel to be raised
feather tongued into style and rails with beaded edges on both sides. Thickness of styles & rails shall be
37 mm and that of panel shall be 30 mm.
The arrangement of panels shall be as directed by the Engineer-in-charge and his decision will be final.
The shutter styles, top, bottom, lock and frieze rods to be molded on both sides. The sample of shutter
shall be got approved before taking work on full scale. Size of bottom, top & lock rail and ledges shall
be as instructed by Engineer-in-charge.
All jointing shall be brought on all faces and finished off by hand with sand paper with slightly rounded
The joints shall be pinned with hard wood pins and put together with fevicol. Joining shall be by means
of mortise and tennon or dovetailed joints as approved. Any joinery work, which shall split, fracture,
shrink or shows flap or other defects shall be removed and replaced with sound material at the
contractor’s expenses.
Fixtures and fastening :
Oxidized iron, brass or aluminum fixtures as specified in item shall be provided in best workmanship,
maintain level and line with approved quality and size screws. Screw shall be never hammered but
driven with screwdriver. The fixture to be used shall be got approved first and approved samples of all
fixtures shall be kept on site easily available for inspection.
1. For main door.
1. 300 mm long 16 mm dia aldrops 1 No.
2. 300 mm long flat latch. 1 No.
3. 100 mm long but hinges or 150 mm
long or suitable parliamentary hinges. 3 Pairs.
4. 150 mm long tower bolts. 2 Nos.
5. 100 mm long handles (150 mm long). 2 Nos.
6. Door catchers 2 Nos.
7. Magic eye. 1 Nos.
2. Internal door.
1. 250 mm long 16 mm dia aldrop 1 No.
2. 250 mm long flat latch. 1 No.
3. 100 mm butt or 150 mm hinges or suitable
Parliamentary hinges. 3 Pairs.
4. 100 mm long tower bolts. 2 Nos.
5. 100 mm long handles 150 mm long. 2 Nos.
6. Door catchers 2 Nos.
For bath & door 16 mm dia 250 mm long aldrop and one handle on both sides shall be provided.
1. 75 mm long butt hinges or parliamentary hinges 2 to 3 pair as per size.
2. 100 mm tower bolts 4 Nos.
3. 100 mm handles. 2 Nos.
4. 150 mm hook eye or stopper of approved quality. 2 Nos.
1. 75 mm butt hinges. 1 Pair
2. 100 mm tower bolts. 1 Nos.
3. 150 mm long hook eye. 2 Nos.
1. 75 mm long butt hinges 2 Pairs.
2. 100 mm handles 2 Nos.
3. 100 mm tower bolt. 2 Nos.
4. Pivot. 2 Nos.
5. Ball catcher. 1 No.
The Nos. of fixtures shown above is for general arrangement but in case some change is felt necessary
on site it shall be made by Executive Engineer on site and shall be binding to the contractor.
For all glazing of doors, windows, ventilators and cup Boards all glasses shall be of best quality free from
bubbles, smoke wanes, air hole, specks and other defect. Sheet glass, ground for clear as approved and
instructed shall be of 3 mm thickness. The glasses shall be fixed with wire nails and putty of best quality
or wooden bead of required size to flush with style or sash bar etc. The putty and the wooden battens
should be finished with 3 coats of oil paints matching with other paint of doors, windows and ventilators.
At the time of handing over the glazing work shall be intact. Any damage shall have to be replaced by
the contractor without any extra cost.
All doors, windows, ventilators, cupboards shall be erected in line, level and in one plane to the elevation
shown in the drawing or directed by Engineer in charge at site.
All doors, windows, ventilators, cupboard shall be given 3 coats of approved quality, brand and shade of
oil paint. Each coat of paint shall be allowed to dry thoroughly before next coat is applied. The work
shall not show any brush marks, ridges or drops of paint and no puddles in the corner of panels or molding
etc., shall be left.
For payment purpose of doors, windows, ventilators and cupboard, measurement will be paid outside to
outside of the frame in square meter basis.
D. GRILL/FABRICATION/RAILING
All workmanship and finish shall be of first class quality, in all respects and shall confirm to the best
accepted standards of practice. Finish surface should not have any defect. The greatest accuracy shall
be observed to see that all parts properly fit with each other on erection.
Before cutting & fabrication work is taken up, it is necessary, to see that if any twisting, bending etc. is
there, the same is removed and made straight or in plane. The process to be adopted shall be such that
original material is not injured.
Members shall be fabricated on site or in workshop, as approved, by Engineer in charge. Allowance for
camber shall be made in case of truss etc. similarly in tension member and compression members. IS
standards shall be followed. Based on design and/or detailed drawings, cutting schedule with no, of
members shall be prepared and got approved from competent authority. Shearing machine or gas cutting
may be adopted as approved.
All holes to be drilled shall be marked on members and drilled after proper checking. If necessary, a
template shall be made for this. All holes shall be perpendicular to the face of the member and 1/6”
larger than the nominal size of rivet or bolt. All holes shall be so drilled and reamed that more than 85%
of continuous holes in any group in same plane shall not show any offset greater than 1/32” between
adjacent thickness of metal. Burns, resulting from reaming or drilling, shall be removed with a tool
making 1/16” bored.
All welding shall be done with electric arc method. Welding electrodes shall be heavily coated type
designed for all position. The size, type and manufacturer of electrodes shall be subject to approval of
Engineer. Electrodes and welding work shall be as per I. S. standards. All the cutting and needed surface
shall be properly grinded with electric grinder. Fabricated members shall be joined either by welding or
by rivets or nut & bolt arrangement as specified or shown on drawing or instructed. One assembled shall
be got approved for alignment, riveting, welding etc. For bolted joints necessary washers shall be
provided as shown in the drawing or as instructed on site.
Fabricated structure shall be given one shop coat of red oxide. Erection of the structure shall be done
by approved method. Care shall be taken during erection so that no accident occurs. All the workers
shall be provided with safety belts, helmets etc., during working.
Care shall be taken to see that no damage is done to the members during transportation of
fabricated/assembled structure. Contractor shall provide necessary derricks, gantry, scaffolding and
staging, inflammable etc. for erection work, No. gas cutting shall be allowed for the widening of holes
when it is not matching. It shall be drilled.
After erection of structure one more coat of red oxide and 2 coats of approved oil painting should be
provided to the structure. Paint to be applied shall be got approved for brand, quality, tint etc.
If desired test shall have to be carried out for welded joints. IS 816 shall be followed for general
construction in mild steel. Bolts shall be confirm to IS 1363 & IS 1364. Electrodes shall confirm to IS
(E5)GENERALTECHNICALSPECIFICATIONSFORBUILDING WORKS:
1. In the specifications " as directed "/"approved" shall be taken to mean " as directed "/"approved by
the Engineer-in-Charge.
2. Wherever a reference to any Indian Standard appears in the specifications, it shall be taken to mean
as a reference to the latest edition of the same in force on the date of agreement.
3. In “Mode of Measurement" in the specifications wherever a dispute arises in the absence of specific
mention of a particular point of aspect, the provisions on these particular points, or aspects in the
relevant Indian Standards shall be referred to.
4. All measurements and computations, unless otherwise specified, shall be carried out nearest to the
following limits:
(i) Length, width and depth (height) 0.01 meter
(ii) Areas 0.01 Sq. Mt.
(iii) Cubic Contents 0.01 Cu.Mt.
In recording dimensions of work, the sequence of length, width and height (depth) or thickness shall be
5. "The distance which constitutes lead shall be determined along the shortest practical route and note
necessarily the route actually taken. The decision of the Engineer-in-charge in this regard shall be taken
6. Where no lead is specific, it shall mean “all leads ".
7. Lift shall be measured from plinth level.
8. Up to “floor two level" means actual height of floor ( Maxi. 4 .M ) up to 3 Mt. above plinth level.
9. Definite particulars covered in the items of work, though not mentioned or elucidated in it
specifications shall be deemed to be included therein.
10. Reference to specifications of materials as made in the detailed specification of the items of works
is in the form of a designation containing the number of the specification of the material and prefix "M"
11. Approval to the samples of various materials given by the Engineer-in-charge shall not absolve the
contractor from the responsibility of replacing defective material brought on site or materials used in
the work found defective at a later date. The contractor shall have no claim to any payment or
compensation whatsoever on account of any such materials being rejected by the Engineer-in-charge.
12. The contract rate of the item of work shall be for the work completed in all aspects.
13. No collection of materials shall be made before it is got approved from the Engineer-in-charge.
14. Collection of approved materials shall be done at site of work in a systematic manner. Materials
shall be stored in such a manner as to prevent damage, deterioration or intrusion of foreign matter and
to ensure the preservation of their quality and fitness for the work.
15. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed from the
site of work. .
16. No materials shall be stored prior to, during and after execution of a structure in such a way as to
cause or lead to damage or overloading of the various components of the structure.
17. All works shall be carried-out in a workman like manner as per the best techniques for the particular
18. All tools, templates, machinery and equipment for correct execution of the work as well as for
checking lines, levels, alignment of the works during execution shall kept in sufficient numbers and in
good working condition on the site of the work.
19. The mode, procedure and manner of execution shall be such that it does not cause damage or over-
loading of the various components of the structure during execution or after completion of the structure.
20. Special modes of construction not adopted in general Engineering practice if proposed to be adopted
by the Contractor, shall be considered only if the contractor provides satisfactory evidence that such
special mode of construction is safe, sound and helps in speedy construction and completion of work to
the required strength and quality. Acceptance of the same by the Engineer-in-Charge shall not, however
absolve the contractor of the responsibility of any adverse effects and consequences of adopting the
same in the course of execution of completion of the work, 21. All installations pertaining to water
supply and fixtures there of as well as drainage lines and sanitary fittings shall be deemed to be
completed only after giving satisfactory tests by the contractor
22. The contractor shall be responsible for observing the rules and regulations imposed under the "Minor
Minerals Act", and such other laws and rules prescribed by Government form to time.
23. All necessary safety measures and precautions (including those laid down in the various relevant
Indian Standards) shall be taken to ensure to ensure the safety of men materials and machinery on the
works as also of the work itself.
* 24. The testing charges of all materials shall be borne by the Contractor
25. Approval to any of the executed items for the work does not in any relieve the contractor of his
responsibility for the correctness, soundness and strength of the structure as per the drawings and
(E6) SPECIFICATIONS OF MATERIALS:
1.1 Water shall not be salty brackish and shall be clean, reasonably clear and free objectionable
quantities of silt and traces of oil bad injurious alkalis, salts, organic matter and other deleterious
material which will either weaken the mortar of concrete or cause efflorescence or attack the steel in
R.C.C. Container for transport, storage and handling of water shall be clean. Water shall conform to the
standard specified in I.S.456-1978.
1.2 If required by the Engineer-in-Charge it shall be tested by comparison with distilled water.
Comparison shall be made by means of standard cement tests for soundness time of setting and mortar
strength as specified in I.S. 269-1976 Any indication of unsoundness, charge in time of setting by
minutes or more or decrease of more than 10 per cent in strength, of mortar prepared with water sample
when compared with the results obtained with mortar prepared with distilled water shall be sufficient
cause for rejection of water under test.
1.3 Water for curing mortar, concrete or masonry should not be too acidic or too alkaline . It shall be
free of elements which significantly affect the hydration reaction or otherwise interfere with the
hardening of mortar or concrete during curing or those which produce objectionable stains or other
unsightly deposits on concrete or mortar surfaces
1.4 Hard and bitter water shall not be used for curing.
1.5 Potable water will generally found suitable for curing mortar or concrete.
2.1 Lime shall be hydraulic lime as per I.S. 712-1973 Necessary tests shall be carried out as per IS .6932
( Parts I to X)
2.2 The following field tests for Times are to be carried out:
(1) A very rough idea can be formed about the type of lime by its visual examination i.e. fat lime bears
pure white color, lime in form of porous lumps of dirty white color indicates quick lime, and solid lumps
are the unburnt limestone.
(2) Acid tests for determining the carbonate content in lime Excessive amount of impurities and rough
determination of class of lime.
2.3 Storage shall comply with I.S. 712-1973. The slaked lime, if stored, shall be kept in a weatherproof
and damp-proof shed with impervious floor and sides to protect it against rain, moisture, weather and
extraneous materials mixing with it: All lime that has been damaged in any way shall be rejected and all
rejected materials shall be removed from site of work.
2.4 Field testing shall be done according to I.S. 1624-1974 to show the acceptability of materials.
3.1 Cement shall be ordinary Portland slag cement as per I.S.269-1976 or Portland slag cement as per
M-4 White Cement
4.1 The white cement shall conform to I.S 8042-E-19.78.,
M-5 Colored Cement
5.1 Colored cement shall be with white of grey Portland cement as specified in the item of the work.
5.2 The pigments used for colored cement shall be of approved quality and shall not exceed 10% of
cement used in the mix. The mixture of pigment and cement shall be properly ground to have a uniform
color and shade. The pigments shall have such properties as to provide for durability under exposure to
sunlight and weather.
5.3 The pigment shall have the property such that it is neither affected by the cement nor detrimental
6.1 Sand shall be natural sand, clean, well graded, hard strong, durable and gritty particles free from
injurious amounts of dust, clay kankar nodules, soft or flaky particles shale, alkali salts organic matter,
loam, mica or other deleterious substances and shall be got approved from the Engineer-in-Charge. The
sand shall not contain more contain more than 8 percent of silt as determined by field test. If necessary
the sand shall be washed to make it clean.
6.2. Coarse Sand :The fineness modulus of coarse sand shall not be less than 2.5-and shall not exceed
3.0, The sieve analysis of coarse shall be as under:
I.S Designation Sieve Passing sieve Percentage by weight I.S. Sieve percentage
Designation weight passing
2.36mm 90 to 100 300 Micron 5-70
6.3. Fine Sand :
The fineness modulus shall not exceed 1.0. The sieve analysis of fine sand shall be as under:
I.S Designation Sieve Passing sieve Percentage by weight I.S. Sieve percentage
Designation by weight passing
2.36mm 100 300 Micron 5-50
7.1. This shall be obtained from crushing hard black trap or equivalent. It shall not contain more than
8%, of silt as determined by field test with measuring cylinder. The method of determining silt
contents by fields test is given as under
7.2. A sample of stone dust to be tested shall be placed without drying in 200 mm. measuring cylinder.
The quantity of the sample shall be such that it fills the cylinder up to 100mm. Mark .The clean water
shall be added up to 150 mm. mark. The mixture shall be stirred vigorously and the content allowed to
settle for 3 hours.
7.3. The height of silt visible as settled layer above the stone dust shall be expressed as percentage of
the height of the stone dust below. The stone dust containing more than 8% silt shall be washed so as to
bring the content within the allowable limit. The fineness nodules of stone dust shall not be less than
M-8. Stone Grit
8.1. Grit shall consist of crushed or broken stone and be hard, strong, dense, durable, clean of proper
gradation and free from skin or coating likely to prevent proper adhesion of mortar. Grit shall generally
be cubical in shape and as far as possible flakey elongated pieces shall be avoided. It shall generally
comply whit the provisions of I.S. 383-1970. Unless special stone of particular quarries is mentioned grit
shall be obtained from the best black trap or equivalent hard stone as approved by the Engineer-in-
Charge. The grit shall have no deleterious with cement.
8.2. The grit shall conform to the following gradation as per sieve analysis : __________________
I.S Designation Sieve Passing sieve Percentage by weight I.S. Sieve percentage
Designation by weight passing
8.3. The crushing strength of grit will be such as to allow the concrete in which it used to build-up the
specified strength of concrete
8.4 The necessary tests for grit shall be carried out as per the requirements of I.S.2386- ( parts-l of VIII)
1963, as per instructions of the Engineer-in-Charge. The necessity of test will be decided by the .
Engineer-in-Charge.
M-10. Lime Mortar
10.1. Lime : Lime shall conform to specification M-2 Water : Water shall conform to specification M-1
Sand: Sand shall conform to specification M-6
10.2. Proportion of Mix :
10.2.1. motor shall consist of such proportions of slaked lime and sand as may be specified in item. The
slaked lime and sand shall be measured by volume.
10.3 Preparation of mortar:
10.3.1. Lime mortar shall be prepared by wet process as per I.S.1625-1971.Power driven mill shall e
used for preparation of lime mortar. The slaked lime shall be placed in the mill in an even layer and
ground for 180 revolutions with a sufficient water. Water shall be added as required during grinding (care
being taken . not to add more water) that will bring the mixed material to a consistency of stiff paste.
Thoroughly wetted sand shall then be added evenly and the mixture ground for another 180 revolutions.
10.4.1. Mortar shall always be kept damp, protected from sun and rain till used up, covering it by
tarpaulin or open sheds.
10.5.1. All mortar shall be used as soon as possible after grinding. It should be used on the day on which
it prepared, But in no case mortar made earlier than 36 hours shall be permitted for use.
M-11 Cement Mortar
11.1 Water shall conform to specification M-1 Cement : Cement shall conform to specifications M-3 Sand
: Sand shall conform to M-6
11:2 Proportion of Mix
11.2.1. Cement and sand shall be mixed to specified proportion, sand being measured by measuring
boxes, the proportion of cement will be by volume on the basis of 50 Kg/Bag of cement being equal to
0.0342 Cubic meter The mortar may be hand mixed of machine mixed as directed.
11.3. Proportion of Mortar:
11.3.1. In hand mixed mortar, cement and sand in the specified proportions shall be thoroughly mixed
dry on a clean impervious platform by turning over at least 3 times or more till a homogeneous mixture
of uniform color is obtained. Mixing platform shall be so arranged, that no deleterious extraneous
material shall get mixed with mortar or mortar shall flow out. While mixing, the water shall be gradually
added and thoroughly mixed to from a stiff plastic mass of uniform color so that each particle of sand
shall be completely covered with a film of wet cement. The water cement ratio shall be adopted as
The mortar so prepared shall be used within 30 minutes of adding water. Only such quantity of mortar
shall be prepared as can be used within 30 minutes.
M-12 Stone Coarse Aggregate For Nominal Mix Concrete
12.1 coarse aggregate shall be of machine crushed stone of black trap or equivalent and be hard, strong,
dense, durable, clean and free from skin and coating likely to prevent proper adhesion of mortar.
12.2 The aggregate shall generally be cubical in shape. Unless special stones of particular quarries are
mentioned aggregates shall be machine crushed from the best black trap or equivalent hard stone as
approved. Aggregate shall Have no deleterious reaction with cement. The size of the coarse aggregate
for plain cement and ordinary reinforced cement concrete shall generally be as per the table given below
However, in case of reinforced cement concrete the maximum limit may be restricted to 6 mm less than
the minimum lateral clear distance between bars or 6 mm. less than the cover whichever is smaller
IS. Sieve Percentage passing for single IS. Sieve Percentage passing for single
Designation Sized aggregates of Nominal size Designatio Sized aggregates of Nominal size
Note : This percentage may be varied somewhat by the Engineer-in-Charge when considered necessary
for obtaining better density and strength of concrete.
12.3. The grading test shall be taken in the beginning and at the change of source of materials. The
necessary tests. Indicated in IS. 383-1970 and 456-1978 shall have to be carried out to ensure the
acceptability. The aggregates shall be stored separately and handled in such a manner as to prevent the
mixing of different aggregates. If she aggregates are covered with dust, they shall be washed with water
to make them clean.
M-13 Black Trap or Equivalent Hard Stone Coarse
13.1. Aggregate For Design Mix Concrete Coarse aggregate shall be of machine crushed stone of black
trap or equivalent hard stone and be hard, strong, dense, durable, clean and free from skin and coating
likely to prevent proper adhesion of mortar,
13.2. The aggregates shall generally-be cubical in shape. Unless special stones of particular quarries are
mentioned, aggregates shall be machine crushed from the best, black trap or equivalent hard stones as
approved, Aggregate shall have no deleterious with cement.
13.3. The necessary tests indicated in IS. 383-1970 and IS.456-1978 shall have to be carried out to ensure
the acceptability of the material. If aggregate is covered with dust it shall be washed with water to make
15.1 The brick shall be shall be machine moulded and made from suitable fly ash, cement, lime, gypsum,
etc. They shall be free from cracks and nodules of free lime. They shall have smooth rectangular faces
with sharp corners and shall be of uniform color. The bricks shall be moulded with the frog of 100mm x
40 mm and 10mm to 20mm deep on one of its flat sides. The bricks shall not break when thrown on the
ground from a height of 600mm.
15.2 The size of the modular bricks shall be 190 x 90 x 90 mm.
15.3 The size of the conventional bricks shall be 225 x 110 x 75mm.
15.4. Only bricks of one standard size shall be used on one work. The following tolerance shall be
permitted in the conventional size adopted in a particular work. Length +3.0mm, Width + 1.50mm,
Height +1.50mm.
15.5 The crushing strength of the brick shall not be less than 35.0 Kg / Sq. cm. The average water
absorption shall not be less than 20 per cent by weight. Necessary test for crushing strength and water
absorption shall be carried out as per IS 3495 : (Part I to Part IV)
16.1 The stone shall be of the specified variety such as Granite/Trap Stone/-Quartzite Or any other type
of good hard stones. The stones shall be only from the approved quarry and shall be hard sound, durable
and free from defects like cavities, cracks, sand holes, flaws injurious veins, patches of loose or soft
materials etc., and weathered portions and other structural defects or imperfections tending to affect
their soundness and strength. The stone with round surface shall not be used The percentage of water
absorption shall not be more than 5% of day weight. When tested in accordance with I.S. 1124-
1974.Theminimumcrushingstregth of stone shall be 200 Kg/Sq. Cm. unless otherwise, specified 16.2 The
samples of the stone to be used shall be got approved before the work is started 16.3 The Khanki facing
stone shall be dressed by chisel as specified in the item for khanki facing in required shape and size. The
face of the stone shall be so dressed that the bushing on the exposed face shall not project by more than
40 mm. from the general wall surface and on face to be plastered it shall not project by more than
mm. nor shall it have depressions more than 10 mm. from the average wall surface.
M-17 Laterite Stone
17.1 Laterite stone shall be obtained from the approved quarry. It shall be compacted in texture, sound,
durable and free from soft patch. It shall have minimum crushing strength of 100Kg/Sq.Cm.in its-dry
condition. It shall not absorb water more than 20% of its own weight, when immersed for 24hours in
water. After quarrying, the stone shall be allowed to weather for some time before using in work.
17.2 The stone shall be dressed into regular rectangular blocks so that all faces are free from waviness
and unevenness, and the edges true and square.
17.3 Those types of stone in which white clay occurs should not be used. Special corner stones shall be
provided where so directed.
M-21. Mild Steel Binding Wire
21.1. The mild steel wire shall be of 1.63 mm. or 1.22 mm. ( 16 to 18 gauge ) diameter and shall conform
21.2. The use of black wire will be permitted for binding reinforcement bars. It shall be free from rust,
oil paint, grease, loose mill scale or any other undesirable coating which may prevent adhesion of cement
M-22. Structural Steel
22.1. All structural Steel shall conform to I.S. 226-1985. The steel shall be free from the defects
mentioned in I.S. 226-1975 and shall have a smooth finish. The material shall be free from loose mill
scale, rust pits or other defects affecting the strength and durability. River bars shall conform to I.S.
1148-1973. When the steel is supplied by the Contractor test certificate of the manufacturers shall be
obtained according to I.S. 226-1975 and other relevant Indian. Standards.
M-26 Shuttering
26.1: The shuttering shall be plywood sheet. The shuttering shall be supported on battens and beams
and tubular steel supports properly cross braced together so as to make the centering rigid.
26.2. The formwork shall be sufficiently strong and shall have camber, so that it assumes correct shape
after deposition of the concrete and shall be able to resist forces caused by vibration of live load of men
working over it and other incidental loads associated with it. The shuttering shall have smooth and even
surface and its joints shall permit leakage of cement grout.
26.3. If at any stage of work during or after placing concrete in the structure, the form work sags or
bulges out beyond the required shape of the structure, the concrete shall be removed and work redone
with fresh concrete and adequately rigid form work. The complete formwork shall be got inspected by
and got approved from the Engineer-in-Charge, before the reinforcement bars are placed in position
26.4. The props shall consist to tubular steel support shall be placed as per design requirement. These
shall rest squarely on steel sole plates and minimum bearing area of 0-10 square meter laid on sufficiently
26.5. Double wedges shall further be provided between the sole plate and the wooden props so as to
facilitate tightening and easing of shuttering without jerking the concrete.
26.6. The timber used in shuttering shall not be so dry as to absorb water from concrete and swell or
bulge nor so green or wet as to shrink after erection. The timber shall be properly sawn and planed on
the sides and the surface coming in contact with concrete, Wooden form work with metal sheet lining
or steel plates stiffened by steel angles shall be permitted,
26.7. As far as practicable, clamps shall be used to hold the forms together and use of nails and spikes
26.8. The surface of timber shuttering that would come in contact with concrete shall be well wetted
and coated with soap solution before the concreting is done. Alternatively coat of raw linseed oil or oil
of approved manufacture may be applied in place of soap solution. In case of steel shuttering either soap
solution or raw linseed oil shall be applied after thoroughly cleaning the surface. Under no circumstances
black or burnt oil shall be permitted.
26.9. The shuttering for beams and slabs shall have camber of 4 mm. per meter
26.10. (1in250) or as directed by the Engineer-in-Charge so as to offset the subsequent deflection. For
cantilevers, the camber at free end shall be 1/50 of the projected length or as directed by the Engineer-
29.1 The teak wood shall be of good quality as required for the item to be executed. When the kind of
wood is not specifically mentioned, good Indian teak wood as approved shall be used.
29.2 Teak wood shall generally be free from large, loose dead or cluster knots, flaws shakes, warps,
twists, bends or any other defects, it shall generally be uniform in substance and of straight fibres as far
as possible. It shall be free from rot decay, harmful fungi and other defects of harmful nature which will
affect the strength, durability or its usefulness for the purpose for which it is required. The color shall
be uniform as for as possible. Any effort like paining using any adhesive materials made to hide the
defects shall render the pieces liable to rejection by the Engineer-in-Charge.
29.3 All scantlings, planks etc., shall be sawn in straight lines and planes in the direction of grains and
of uniform thickness.
29.4 The tolerances in the dimensions shall be allowed at the rate of 1.5 mm. per face to be planed.
29.5. First class teak wood
29.5.1. First class teak wood shall have no individual hard and sound knots, more than 6 sq. cm. in size
and the aggregate area of such knots shall not be more than 1% of area of piece. The timber shall be
closed grained.
29.6. Second Class Teak Wood :
29.6.1. No individual hard and sound knots shall be more than 15 sq. cm. in size and aggregates area of
such knots shall be not exceed 2% of the area of piece.
M- 31. Aluminum doors, windows ventilators
31.1. Aluminum alloy used in the manufacture of extruded window sections shall conform to I.S.
designation HEA-WP of I.S. 733-1975 and also to I.S. Designation WVG-WP of I.S. 1285-1975.Thesection
shall be as specified in the drawing and design. The fabrication shall be done as directed.
31.2. The hinges shall be cast or extruded aluminum hinges of same type as in window but of larger size.
The hinges shall normally be of 50 mm. projecting type. Non-projecting type of hinges may also be used
if directed. The handles of door shall be of specified design. A suitable lock for the door operable either
from outside or inside shall be provided. In double shutter door, the first closing shutter shall have
concealed aluminum alloy bolt at top and bottom.
M-32. Rolling Shutters
32.1. The rolling shutters shall conform to I.S.6248-1979. Rolling shutters shall be supplied of specified
type with accessories. The size of the rolling shutters shall be specified in the drawings. The shutters
shall be specified in the drawings. The shutters shall be constructed with interlocking lath sections
formed from cold rolled steel strips not less than 0.9 mm. thick and 80 mm. wide for shutters up to
m. width not less than 1.25 mm. thick and 80 mm. wide for shutters 3.5 m. in width and above, unless
otherwise specified.
32.2. Guide channels shall be of mild steel deep channel section and of rolled pressed or built-up
(fabricated ) joint less construction. The thickness of sheet used shall not be less than 3.15 mm.
32.3. Hood covers shall be made of M.S. Sheets not less than 0.90 mm. thick. For shutters having width
3.5 Meter and above, the thickness of M.S. sheet for the hood cover shall be not less than 1,25 mm.
32.4. The spring shall be of best quality and shall be manufactured from tested high tensile spring steel
wire or strip of adequate strength to balance the shutters in all position.
The spring pipe shaft etc. shall be supported on strong M.S. or malleable C.I. brackets. The brackets
shall be fixed on or under the lintel as specified with rawl plugs and screws bolts etc.
32.5. The rolling shutters shall be of self-rolling up to 8 Sq. m. clear area without ball bearing and up
to 12 Sq.m. clear area with ball bearing. If the rolling shutters are of larger, then gear operated type
shutters shall be used.
32.6. The locking arrangement shall be provided at the bottom of shutter at both ends. The shutters
shall be opened from outside.
32.7. The Shutters shall be completed with door suspension shafts, looking arrangements, pulling hooks,
handles and other accessories.
M-33. Collapsible Steel Gate
33.1. The collapsible steel gate shall be in one or two leaves and size as per approved drawings or as
specified. The gate shall be fabricated from best quality mild steel channels, flats, etc. Either steel
pulleys or ball bearings shall be provided in every double channel. Unless otherwise specified the
particulars of collapsible gate shall be as under :
(a) Pickets: These shall be of 20mm MS channels of heavy sections unless otherwise shown on drawings.
The distance center to center of pickets shall be 12 cm. with an opening of 10 cm.
(b) Pivoted MS flats shall be 20 mm x 6 mm.
(c) Top and bottom guides shall be from tee or flat iron of approved size.
(d) The fittings like stoppers, fixing hold fasts, locking cleats, brass handles and cast iron rollers shall be
of approved design and size.
37.1. The plywood for general purpose shall conform I.S.303-17-1975
Plywood is made by cementing together than boards or sheets of wood into panels. There are always an
odd number of layers, 3,5,7,9, ply etc. The plies are placed so that grain of each layer is at right angles
to the grain in the adjacent layer.
37.2. The Superintending advantages of plywood over a single board of the same thickness is the more
uniform strength of the plywood, along the length and width of the plywood and greater resistance to
cracking and splitting with change in moisture content.
37.3. Usually synthetic resins are used of gluing, phenol resins are usually cured in a hot press which
compresses and simultaneously heats the plies between hot plates which
maintainatemperatureof90degree C to 140 degree C and a pressure of 11 to 14 Kg/Sq. Cm. on the wood.
The time of heating may be. anything from 2 to 60 minutes depending upon thickness.
37.4. When water glue are used the wood absorbs so much water that the finished plywood must be
dried carefully. When synthetic resigns are used as adhesive the finished plywood must be exposed to
an atmosphere of controlled humidity until the proper amount of moisture has been absorbed.
37.5. According to I.S: 303-1975 the plywood for general purpose shall be of the grades namely BWR,
WWR and CWR, depending upon the adhesives used for bonding the veneers, and it will be further
classified into six types namely AA, AB, AC, BB, BC and CC based on the quality of the two faces each
face being of three kinds namely A, Band C After pressing, the finished plywood should be reconditioned
to a moisture content not less than 8 percent and not more than 16 percent. Thickness of plywood
Board Thickness Board Thickness Board Thickness Board Thickness
3 ply 3mm 5 ply 5mm 7 ply 9mm 9 ply 16mm
5mm 7mm 16mm 11 Ply 19mm
6mm 8mm 9 ply 13mm 25mm
38.1. All glass shall be of the best quality, free from specks, bubbles, smokes veins, air holes, blisters,
and other defects. The kind of glass to be used shall be as mentioned in the item or specification or in
the special provision or as shown in detailed drawings. Thickness of glass panes shall be uniform. The
specifications for different kinds of glass shall be as under.
38.2. Sheet Glass
38.2.1. In absence of any specified thickness or weight in the item or detailed specifications of the item
of work, sheet glass shall be weighing 7.5 Kg/Sq. m. for panes up to 600 mm. x 600 mm.
38.2.2. For panes larger than 600 mm. x 600 mm. and up to 800 mm. x 800 mm. the glass weighing not
less than 8.75 Kg/Sq. m. shall be used For bigger panes up to 900 mm. x 900 mm. glass weighing not less
than 8.75 Kg/Sq. m. shall be used. For bigger panes up to 900 mm. x 900 mm. glass weighting not less
than 11.25 Kg/Sq. m. shall be used.
38.2.3. Sheet glass shall be patent flattened glass of best quality and for glazing and framing purposes
shall conform to I.S. : 1761-1960. Sheet glass of the specified colors shall be used, if so shown, on
detailed drawings or so specified. For important buildings and for panes with any dimension over
mm. plate glass of specified thickness shall be used.
38.3. Plate Glass:
38.4. 38.3.1. When plate glass is specified it shall be “polished patent plate glass " of best quality It
shall have both the surface ground, flat and parallel and polished to obtain clear undisturbed vision and
reflection. The plate glass shall be of the thickness mentioned in the item or as shown in the detailed
drawing or as specified. In absence of any specified thickness, the thickness of plate glass to be-supplied
shall be 6 mm. and a tolerance of 0.20 mm. shall be admissible.
38.4. Obscured Glass:
38.4.1. This type of glass transmits light so that vision is partially or almost completely obscured. Glass
shall be plain rolled, figured, ribbed of fluted, or frosted glass as may be specified as required. The
thickness and type of glass shall be as per details on drawings or as specified or as directed.
38.5. Wired Glass :
38.5.1. Glass shall be with wire netting embedded in a sheet of plate glass. Electrically welded 13 mm.
Georgian square mesh shall be used. Thickness of glass shall not be less than 6 mm. Wired glass shall be
of type and thickness as specified.
M-40. Particleboard
40.1. The particle boards used for face panels shall of best quality free from any defects. The
particleboards shall be made with phenol formaldehyde adhesive. The particle boards shall conform
I.S.3087-1965. “Specification for wood particle board for general purpose". The size and the thickness
shall be as indicated.
(1) M-43. Fixtures and fastenings
43.1. General :
43.1.1. The fixtures and fastenings, that is butt hinges tee and strap hinges sliding door bolts, tower
bolts, door latch, bath-room latch, handles, door stoppers, casement window fasteners, casement stays,
and ventilators catch shelf be made of the metal as specified in the item or its specification.
43.1.2. They shall be of iron, brass, aluminum chromium plated iron, chromium plated brass, copper
oxidized iron, and copper oxidized brass or anodized aluminum as specified.
43.1.3. The fixtures shall be heavy medium or light type. The fixtures and fastenings shall be smooth
finished and shall be such as will ensue ease of operations.
43.1.4. The samples of fixtures and fastenings shall be got approved as regards, quality and shape before
providing them in position
43.1.5. Brass and anodized aluminum fixtures and fastenings shall be bright finished.
43.2. Holdfasts:
43.2.1. Holdfasts shall be made from mild steel flat 30 cm. length and one of the holdfasts shall be bent
at right angle and two nos. of 6 mm. diameter holes, salt be made in it for fixing it to the frame with
screws. At the other end, the holdfast shall be forked and bent at right angles in opposite directions.
43.3. Butt hinges:
43.3.1. Railway standard heavy type butt hinges shall be used when so specified.
43.3.2. Tee and strap hinges shall be manufactured from M.S. Sheet
43.4. Siding door bolts (Aldrops):
43.4.1. The aldrops as specified in the item shall be used and shall be got approved.
43.5. Tower bolts (Barrel Type) :
43.5.1. Tower bolts as specified in the item shall be used and shall be got approved.
43.6. Door Latch:
43.6.1. The size of door latch shall be taken as the length of latch.
43.7. Bathroom Latch:
43.7.1. Bathroom latch shall be similar to tower bolt.
The size of the handles shall be determined by the inside grip length of the handles. Handles shall have
a base plate of length 50 mm. more than the size of the handle.
43.9. Door Catch:
43.9.1. Door stoppers shall be either floor doorstopper type or door catch type. Floor stopper shall be
of overall size as specified and-shall have a rubber cushion.
43.10. Door Stoppers:
43.10.1. Door catch shall be fixed at a height of about 900 mm. from the floor level such that one part
of the catch is fitted on the inside of the shutter and the other part is fixed in the wall with necessary
wooden plug arrangements for appropriate fixity. The catch shall be fixed 20 mm. inside the face of the
door for easy operation of catch.
43.11. Wooden Door Stop with hinges:
43.11.1. Wooden door stop of size 100 mm. x 60 mm. x 40 mm. shall be fixed on the door frame with a
hinges of 75 mm. size and at a height of 900 mm. from the floor level. The wooden door stop shall be
provided with 3 coats of approved oil paint.
43.12. Casement Window Fastener:
43.12.1. Casement window fastener for single leaf window shutter shall be left or right handed as
43.13.Casement stays ( Straight Fed Stay ) :
43.13.1. The stays shall be made from a channel section having three holes at appropriate position so
that the window can be opened either fully or partially as directed. Size of the stay shall be 250 mm. to
300 mm. as directed.
43.14. Ventilator Catch:
43.14.1. The pattern and shape of the catch shall be as approved.
43.15.1. The base and socket plate shall be made from minimum 3 mm. thick plate, and projected pivot
shall not be less than 12 mm-, diameter and 12 mm. length and shall be firmly riveted to the base plate
in case of iron pivot and in single piece plate in the case of brass pivot.
44.1. (A) Oil paints:
44.1.1. Oil paints shall be of the specified color and as approved. The ready mixed paints shall only be
used. However, if ready mixed paint of specified shade or tint is not available white ready mixed paint
with approved strainer will be allowed. In such a case, the contractor shall ensure that the shade of the
paint so allowed shall be uniform.
44.1.2. All the paints shall meet with the following general requirements
(i) Paint shall not show excessive setting in a freshly opened full can and shall easily be re dispersed with
a paddle to a smooth homogeneous state. The paint shall show no curdling, levering, caking or color
separation and shall be free from lumps and skins.
(ii) The paint as received shall brush easily, possess good levelling properties and show no running or
sagging tendencies.
(iii) The paint shall not skin within 48 hours in a three quarters filled closed container.
(iv) The paint shall dry to a smooth uniform finish free from roughness, grit unevenness and other
44.1.3. Ready mixed paint shall be used exactly as received from the manufacturers and generally
according to their instructions and without any admixtures whatsoever.
44.2. (B) Enamel paints:
44.2.1. The enamel paint shall satisfy in general requirements in specification of oil paints, Enamel paint
shall conform to I.S.2933-1975
M-46. Marble chips for marble mosaic terrazzo
46.1. The marble chips shall be of approved quality and shades. It shall be hard, sound, dense and
homogeneous in texture with crystalline and coarse grains. It shall be uniform in color and free from
stains cracks, decay and weathering.
46.2. The size of various colors of marble chips ranging from the smallest up to 20 mm shall be used
where the thickness of top wearing layer is 6 mm. size. The marble chips of approved quality and colors
only as per grading as decided by the Engineer-in-charge shall be used for marble mosaic tiles or works.
46.3. The marble chips shall be machine crushed. They shall be free from foreign matter, dust etc.
except as above, the chips shall conform to I S.2114-1962.
M-47. Flooring Tiles.
47.1. (A) Plain Cement tiles;
47.1.1. The plain cement tiles shall be of general-purpose type. These are the tiles in the manufacture
of which no pigments are used. Cement used in the manufacture of tiles shall be as per Indian
47.1.2. The tiles shall be manufactured from a mixture of cement and natural aggregates by pressure
process. During manufacture, the tiles shall be subjected to pressure ofnotlessthan140Kg/Sq. Cm. The
proportion of cement to aggregate in the backing of the tiles shall be not less than 1 :3 by weight. The
wearing face, through the tiles are of plain cement, shall be provided with stone chips of
1to2mm.size.The proportions of cement to aggregate in the wearing layer of the tiles shall be three
parts of cement to one parts chips by weight. The minimum thickness of wearing layer shall be 3 mm.
The color and texture of wearing layer shall be uniform throughout its face and thickness. On removal
from mould, the tiles shall be kept in moist condition continuously at least for seven days and
subsequently, if necessary, for such long period as would ensure their conformity to requirements of I.S.
1237-1980 regarding strength resistance to wear and water absorption.
47.1.3 The wearing face of the tiles shall be plane, free from projections, depressions and cracks and
shall be reasonably parallel to the back face of the tile. All angles shall be right angle and all edges shall
be sharp and true.
47.1.4. The size of tiles generally be square shape 24.85 Cm x24.85 Cm. or 25 Cm x 25 Cm. The thickness
of tiles shall be 20 mm.
47.1.5. Tolerance of length and breadth shall be plus or minus one millimeter. Tolerance on thickness
shall be plus 5 mm.
47.1.6. The tiles shall satisfy the tests as regards transverse strength; resistance to wear and water
absorption as per I.S. 1237-1980.
47.2.(B) Plain Colored Tiles:
47.2.1. The tiles shall have the same specification as for plain cement tiles as per ( A ) above except
that they shall have a plain wearing surface wherein pigments are used. They shallconformtiI.S.1237-
47.2.2. The pigments used for coloring cement shall not exceed 10 percent by weight of cement used
in the mix. The pigments, synthetic or otherwise, used for coloring tiles shall have permanent color and
shall not contain materials detrimental to concrete.
47.2.3. The color of the tiles shall be specified in the item or as directed.
47.3. (C) Marble mosaic tiles:
47.3.1. These tiles have same specification as per plain cement tiles except the requirements as stated
47.3.2. The marble mosaic tiles shall conform to I.S. 1237-1980. The wearing face of the tiles shall be
mechanically ground and filled. The wearing face of tiles shall be free from projections, depressions,
and cracks and shall be reasonably parallel to the back face of the tiles.
All angles shall be right angles and all edges shall be sharp and true.
47.3.3. Chips used in the tiles be from smallest unto 20 mm. size. The minimum thickness of wearing
layer of tiles shall be 6 mm. For pattern of chips to be used on the wearing face, a few samples with or
without their full size photographs as directed shall be approved by the Engineer-in-Charge, for approval.
47.3.4. Any particular samples if found suitable shall be approved by the Engineer - in - Charge, or he
may ask for a few more samples to be presented. The sample shall have to be Made by the contractor
till a suitable sample is finally approved for use in the work. The Contractor shall ensure that the tiles
supplied for the work shall be in conformity with the approved sample only, in terms of its dimensions
thickness of backing layer and wearing surface, materials, ingredients, color, shade, chips, distribution
47.3.5. The tiles shall be prepared from cement conforming to Indian Standards or Colored Portland
cement generally depending upon the color of tiles to be used or as directed.
47.4. (D) Chequered Tiles:
47.4.1. Chequered tiles shall be plain cement tiles or marble mosaic tiles. The former shall have the
same specification as per (A) above and the latter as per marble mosaic tiles as per (C) except as
mentioned below.
47.4. 2. The tiles shall be of nominal size of 250 mm. x 250 mm. or as specified. The center to center
distance of chequer shall not be less than 25 mm. and not more than 50 mm. The overall thickness of
the tile shall be 22 mm.
47.4.3. The grooves in the chequers shall be uniform and straight. The. depth of the grooves shall not
be less than 3 mm. The chequered tiles shall be plain colored or mosaic as specified. The thickness of
the upper layer measured from the top of the chequers shall not be less than 6 mm. The tiles shall be
given the first grinding with machine before delivery to site.
47.4.4. Tiles shall conform or relevant I.S. 1237-1980.
47.5. (E) Chequered Tiles For Stair Cases :
47.5.1. The requirements of these tiles shall be the same as chequered tiles as per ( D) above except
in following respects :
(1) The length of a tile including note shall be 300 mm.
(2) The minimum thickness shall be 28 mm.
(3) The nosing shall have also the same wearing layer as at the top.
(4) The nosing edge shall be rounded.
(5) The front portion of the tile for a minimum length of 75 mm. from and including the nosing shall have
grooves running parallel to nosing and at centers not exceeding 25 mm. Beyond that the tiles shall have
normal chequer pattern.
M-49. Polished Kotah Stones
49.1. Polished Kotah stone shall have the same specification as per rough Kotah stone except as
mentioned below :
49.2. The stones shall have machine polished surface. When brought on site, the stones shall be single
polished or double polished depending upon its use. The stones for paving shall generally be single
polished. The stones to be used for dado, skirting, sink, veneering, sills, steps, etc. where machine
polishing after the stones are fixed in situ is not possible shall be double polished.
M-55. White glazed tiles
55.1. The tiles shall be of best quality as approved by the Engineer-in-Charge. They shall be flat and
true to shape. They shall be fee from cracks, crazing sports, chipped edges and corners The glazing shall
be of uniform shade.
55.2 The tiles shall be nominal size of 150 mm. x 150 mm. unless otherwise, specified. The maximum
variation the stated sizes, other than the thickness of tile shall be plus or minus 1.5 mm. The thickness
of tile shall be 6 mm. Except as above the tiles shall conform to I.S. 1977-1970.
M-56. Galvanized iron pipes and fittings
56.1. Galvanized iron pipes shall be of the medium type and or required diameter and shall comply with
I.S.1239-1979. The specified diameter of the pipes shall refer to the inside diameter of the bore. Clamps,
screw and all galvanized iron fittings shall be of the standard ' R ' or equivalent make.
M-57. Bib cock and stop cock
57.1 A bib cock is a draw off tap with a horizontal inlet and free outlet. A stop cock is a valve with a
suitable means of connection for insertion in a pipe line for controlling or stopping the flow.
57.2. They shall be of screw down type and or brass chromium plated and of diameter as specified in
the description of the item. They shall conform to I.S. 781-1977 and they shall best Indian make. They
shall be polished bright.
57.3. The minimum finished weight of bib cock and stop cock shall be as given below :
Diameter Bib cock Stop cock Diameter Bib cock Stop cock
M-58. Gun metal wheel valve
58.1. The gun metal wheel valve shall be of approved quality. These shall be of gun metal fitted with
wheel and shall be of gate valve opening full way and of the size as specified. These shall conform to
M-59. White glazed porcelain wash basin
59.1. Wash basin shall be of white porcelain first quality best Indian make and it shall
conformtoI.S.2556.(Part-IV ) -1972 and I.S.771-1979. The size of the wash basin shall be as specified in
the item. Wash basin shall be of one piece construction with continued over flow arrangements. All
internal angles shall be designed so as to facilitate cleaning. Wash basin shall have single tap hole or two
holes as specified. Each basin shall have a circular waste hole which is either rebated or beveled
internally with 65mm. diameter at top and 10 mm. depth to suit the waste fitting. The necessary stud
slot to receive the bracket on the underside of the basin shall be provided Basin shall have an internal
soap holder recess which shall fully drain into the bowl.-
59.2. White glazed pedestal of inequality and color as that to the basin shall be provided where specified
in the item. It shall be completely recessed at the back for reception of supply and wash pipe. It shall
be capable of supporting the basin rigidly and adequately and shall be so designed as to make the height
from the floor to top of the rim of basin 750 mm. to 800 mm. as directed.
M-60. European type water closet / with low level flushing.
60.1 The European type water closet shall be white / colored glazed porcelain first quality and shall be
of wash down type conforming to IS 2556 – 1973 and IS 771 –
60.2 ‘S’ trap shall be provided as required with water seal not less than 50mm. The solid plastic seat
and cover shall be of the best Indian make conforming to IS 2548 – 1980. They shall be made of moulded
synthetic materials which shall be tough and hard with high resistance to solvents and shall be free from
blisters and other surface defects and shall have chromium plated brass hinges and rubber buffer of
M-61. Orissa type water closet
61.1 The specification of Orissa type white / colored glazed water closet of first quality shall conform
to IS 256 (Part III) 1981 and relevant specification of Indian type water closet except that pan will be
with the integral squatting pan of size 580 mm x 440 mm with raised footrest.
M-62. Indian type water closet
62.1. The Indian type white glazed water closet of first quality shall be of size as specified in the item
and conforming to I.S. : 771-1979 and I.S. :2556- (Part -II) 1981. Each pan shall have integral flushing. It
shall also have an inlet at back and or front for connecting flush pipes as directed, the inside of the
bottom or the pan shall have sufficient slope from the front towards the outlet and surface shall be
uniform and smooth. Pan shall be provided with 100 mm. diameter 'P' or 's' trap with approximately
mm. Water seal and 50 mm. diameter vent horn.
M-62. A. Foot Rests
62.A. 1. A pair of whit glazed earthen ware rectangular foot to minimum size 250 mm. x 130 mm. x
mm. shall be provided with the water closet.
M-64. Glazed earthen-ware Lipped type flat back urinal/corner type urinal
64.1. The lipped type urinal shall be flat back or corner type as specified in the item and shall conform
to I.S.771-1979. It shall be of best Indian make and. size as specified and approved by the Engineer-in-
Charge. The flat back of corner type urinal must be of 1st quality free from any defects, cracks etc.
M-67. Flush cock.
67.1. Half turn flush cock (Heavy weight) shall be of gun metal chromium plated of diameter as specified
in the description of the item. The flush cock shall conform to relevant Indian Standard.
M-68. Cast iron pipes and fittings.
68.1. All soil, water, vent and anti-siphon age pipes and fitting shall conform to I.S.1729-1964. The pipes
shall have spigot and socket ends with head on spigot end. The pipes and fitting shall be true to shape,
smooth, cylindrical, their inner and outer surfaces being as nearly as practicable concentric. They shall
be sound and nicely cast and shall be free from cracks, laps, pinholes or the imperfection and shall be
neatly dressed and carefully fettled.
68.2. The end of pipes and fittings shall be reasonable square to their axis.
68.3. The sand of cast iron pipes shall be of the diameter as specified in the description and shall be in
lengths of 1.5 M., 1.8 M. including socket ends of the pipe unless shorter lengths are either specified or
required at junctions etc. The pipes and fittings shall be supplied without ears unless specified or
directed otherwise.
68.4. Tolerances:
68.4.1. The Standard weights and thickness of pipes shall be as shown in the following table.
A tolerance up to minus 10 per cent may however be allowed against these standard weights.
Sr. Nominal Thickness Overall 1,5 Weight of pipe excluding
No. dia. of bore m. long 1.8 m. long ears 2.m.
68.4.2. A tolerance up to minus 15 percent in thickness and 20 mm. length will be allowed. For fittings
tolerance in lengths shall-be plus 25 mm. and minus 10 mm.
68.4.3. The thickness of fittings and their socket and spigot dimensions shall conform to the thickness
and dimensions specified for the corresponding sizes of straight pipes. The tolerance in weights and
thickness shall be the same as for straight pipes.
M-69. Nahni Trap
69.1. Nahni trap shall be of cast iron and shall be sound and free from porosity or other defects, which
affect serviceability. The thickness of the base metal shall not be less than 6.5mm. The surface shall be
smooth and free form craze, chips and other flaws or any other kind of defects, which affect
serviceability. The size of Nahni trap shall be specified and shall be of self-cleaning design.
69.2. The Nahni trap shall be of quality approved by the Engineer-in-Charge and shall generally conform
to the relevant Indian Standards. ,
69.3. The Nahni trap provide shall be with deep seal, minimum 50 mm. except at places where trap
with deep seal cannot be accommodated. The cover shall be cast iron perforated cover shall be provided
on the trap of appropriate size.
M-70. Gully Trap
70.1. Gully trap shall conform to I.S.651 -1980. If shall be sound, free from defects such as fire cracks
or hair. cracks. The glaze of the traps shall be free from crazing. They shall give a sharp clear note when
struck with light hammer. There shall be no broken blisters.
70.2. The size of the gully trap shall be as specified in the item.
70.3. Each gully trap shall have one C.I. grating of square size corresponding to the dimensions, of inlet
of gully trap. It will also have a watertight C.l. cover with frame inside dimensions 300mm.x300mm. the
cover with frame inside dimensions 300 mm. x 300 mm. the cover and weighing not less than 4.53 Kg.
and the frame not less than 2.72 Kg. The grating cover and frame shall be of sound and good casting and
shall have truly square-machined seating faces.
M 71. Glazed Stone Ware pipe And Fittings
71.1. The pipes and fittings shall be of best quality as approved by the Engineer – in - Charge. The pipe
shall be of best quality manufactured from stone-ware of fire clay, salt glazed thoroughly burnt through
the whole thickness, of a close even texture, free from air blows, fire blisters, cracks and other
imperfections, which affect the serviceability. The inner and outer surfaces shall be smooth and
perfectly glazed. The pipe shall be capable to withstand pressures or 1.5 M. lead without showing sign
of leakage. The thickness of the wall shall not be less than 1/12th of the internal dia. The depth of
socket shall not be less than 38 mm. The socket shall be sufficiently large to allow a joint of 6 mm.
around the pipe.
The pipes shall generally conform to relevant I.S.651-1980.
M-78 Barbed Wire
78.1: The barbed wire shall be of galvanized steel and it shall generally conform to I.S.278-1978. The
barbed wire shall be of type-l whose nominal diameter for line wire shall be 2.5 mm. and point wire
mm. The nominal distance between two barbs shall be 75 mm. unless otherwise specified in the item.
The barbed wire shell be formed by twisting together two line wires. One containing the barbs. The size
of the line and point wires and barb spacing shall be as specified above. The permissible deviation from
the nominal diameter of the line wire and point wire shall not exceed + 0.08 mm.
78.2. The barbs shall carry four points and shall be formed by twisting two point wires, each two turns,
lightly round one line wire, making altogether four complete turns. The barbs shall have a length of not
less than 13 mm. and not more than 18 mm. The point shall be sharp and cut at an angle not
greaterthan35degree of the axis of the wire forming the barbs.
78.3. The line and point wires shall be circular in section, free from scale and other defects and shall be
uniformly galvanized. The line wire shall be in continuous length and shall not contain any welds other
than those in the rod before it is drawn. The distance between two successive splices shall not be less
than 15 metres.78.4. The lengths per 100 Kg. of barbed wire I.S. type I shall be as under: Nominal
meter Minimum 934 Meter Maximum 1066 Meter
(E7): DETAIL SPECIFICATION FOR WORK ITEMS:-
Item: Providing and fixing Full Height Teakwood partition, partly glazed partly paneled
partitions made out of top, middle, bottom, intermediate members of 70mm x70mm size with
5mm transparent Modi, Saint Gobbain make Glass of appropriate class with frosting and with
8mm laminated decorative plywood sheet including teakwood beading of required size,
approved quality SS Stud, hardware of approved quality for fixing in slab, beam, wall and
flooring including making grooves or holes in RCC Work and repairing the same with polishing
of approved shade and making arrangement for cable work with providing of 35mm thick partly
glazed partly pannelled shutter where required with 100mm thick top, bottom and side rails
and lock rail of 150mm etc completed as per approved detailed drawing.
1. Workmanship: As per item description & Engineer in Charge instruction.
2. Mode of measurements & payment: - The rate shall be for unit of one sq.mtr.
Item: Providing and fixing low height teakwood partition made out of top, middle,
intermediate member skeleton of 75x50 mm, 9mm thick plywood on both side up to 1.50m
height with lamination sheet of Greenlam No 711 and top 300 mm height is to be provided
with 12mm thick Glass (Saint Gobbain/ Modi float glass) with Frosting process fixed with
molded pattern and teakwood frame finished with Colour /Polish etc complete as per detailed
1. Workmanship: As per item description & Engineer in Charge instruction.
2. Mode of measurements & payment: - The rate shall be for unit of one sq.mtr.
Item: Providing and fixing in position full height 12 mm toughened glass door with STL45 Door
system with 6063-T6 grade duly Anodized Aluminium Sections having sizes of 45X22mm or
more thick border including double action hydrolic sloor spring for weight up to 125 kg as per
IS 6315 including cutting floor & fixing the same with the door, cover plates, Hinges, handle (
H type 600 mm set), SS lock door stopper, thermoplastic gasket, bottom & center lock, screw
caps ,all necessary hardware of as per approved make by EIC. Saint Gobain/ Kamal/AIS make
glass shall he used.
1. Workmanship: As per item description & Engineer in Charge instruction.
2. Mode of measurements & payment: - The rate shall be for unit of one sq.mtr.
Item: Providing And fixing single layer water proof gypsum board 12.5 mm thick sections using
water- proof board of size 1220 mm x 1830 mm x 8.0 mm suspended by GI suspender channel
of size 25 mm x 3 mm with intermediate channel og size 18 mm x 40 mm x 0.8 mm at
mm center to center ceiling section of size 40 mm x 35 mm x 0.55 mm at 457 mm c/c and
perimeter channel A of size 20 mm x 27 mm x 30 mm x 0.5 mm at edges & drops incl.paper
tap sand sofit cleat, anchor fastener, scoch bolt connecting cleat, joining compound top coat
on ceiling including making necessary opening for light fitting, diffuser etc. comp. as per detail
drawing as directed Rate includes removal of old False ceiling & joining with new false ceiling.
1. Workmanship: As per item description & Engineer in Charge instruction.
2. Mode of measurements & payment: - The rate shall be for unit of one sq.mtr.
Note: - Any other item detail description if not in the tender which item in Schedule – B they
will be carried out as per item description & engineer in charge with competent authority
instruction and Also follow civil work standard as per Indian Standard code of practice
SAFETYCUMINDEMNITYBOND
(On Non-Judicial Stamp paper of value not less than Rs.300.00)
KNOW ALL MEN BY THESE PRESENTS that we, by this SAFETY CUMINDEMNITY
BOND Executed on this Day of 2026.I/We Having Registered Office, Gondal (herein after called “THE
CONTRACTOR” which expression shall mean and includes my /our heirs, executors, administrators and
legal representatives, successors and permitted assigns) do hereby binds myself/ourselves and also our
company/firms after having the power to bind by this promise and undertaking in favour of the Gujarat
Energy Transmission Corporation Limited (GETCO), Vadodara a State Transmission Utility under The
Electricity Act, 2003 having its registered office at Sardar Patel Vidyut Bhavan, Race course, Vadodara.(
hereinafter called as GETCO, which expression shall mean and include its legal representative,
administrators assigns) has agreed under the terms and conditions of the contract no. Dated made
between GETCO and_______________ for the contract of the value of Rs. _____interalia
on Production of Safety cum Indemnity Bond.
We do hereby undertake and agree to Indemnify and keep Indemnified GETCO from time to time to
the extent of Rs.Rupees only against any losses or damages, costs, charges and expenses caused to or
suffered by reason of the CONTRACTOR while Project, R&M, O&M work including work carried out by
outsourcing agency, failing to take proper care or not complying the guidelines given hereunder as per
Annexure-A and instructions which may be given from time to time during the continuance of the
contract and we further undertake to unconditionally pay the amount claimed by the GETCO on demand
and without demur to the extent aforesaid.
Whereas the CONTRACTOR has/have been awarded to execute the job/works under order no. , dated
_________for _____issued by the GETCO after having observing necessary formalities, the details of
which is described in the order no. dated and whereas the said job/works will be
/likely to be done in places covered under Employees’ State Insurance Act,1948 (ESI) and /or the
Workmen Compensation Act,1923 and /or other laws relating to the Labour Management and Welfare
Act. (Respective Amendments)
And whereas according to the condition of the Contract the CONTRACTOR is under obligation to execute
this Safety cum Indemnity Bond before the commencement of actual execution of work
Now the indenture witnesses that I/We the CONTRACTOR do hereby undertake to follow the guidelines
as per Annexure-A prepared by the GETCO.
Further we the CONTRACTOR agree that the GETCO shall be sole judge of and as to whether there has
been any breach of the guidelines as per Annexure-A of this bond and as to the extent of the loss,
damages, costs, charges and expenses caused to or suffered by the GETCO.
We the CONTRACTOR further agree that our liability under this bond shall not be discharged because of
the change in the constitution of the GETCO or for the extension of the time limit or for any other reason.
We the CONTRACTOR further agrees to the given terms and conditions:
a. That the CONTRACTOR undertakes /undertake to indemnify and keep harmless the GETCO from all
claims, actions, proceedings and risk, damage danger to any person whether belonging or not
belonging to the. CONTRACTOR.
b. That the CONTRACTOR shall keep harmless the GETCO from all claims, compensation, damages any
proceedings in respect of any of its employee / workmen under the Workmen Compensation Act or
any other laws for the time being in force.
c. That, if during the course of execution of work as stated in the contract order mentioned hereinabove
issued by the OBLIGEE, it is found that the CONTRACTOR has not complied with guidelines as per
Annexure-A or terms and conditions / formalities within the meaning of Employees’ State Insurance
Act,1948 (ESI) or Workmen Compensation Act 1923 or any other laws relating to the Labour Welfare
for the time being in force, and also has not observed the safety norms in accordance with the law
prevailing at the place of work/job to the satisfaction of the GETCO, the GETCO shall have the right
to stop the execution of work/job and the period of such stoppage shall not be taken into account
for the calculation of the total period of completion of work for which the CONTRACTOR is responsible
to complete the work/job and it will be deemed that discontinuance was due to default of the
d. That, if any time, due to exigency, GETCO as the Principle Employer, becomes liable to pay any such
compensation mentioned hereinabove, whether on failure of the CONTRACTOR or for any other
reason, the GETCO shall have the right to recover the said amount from any amount receivable by
GETCO or any bank guarantee deposited or anything payable whether in connection with this contract
or other contract by the CONTRACTOR to the OBLIGEE.
e. That the CONTRACTOR is/are aware and accept that for the persistent or repeated violation of any
guidelines as per Annexure-A and terms and conditions mentioned in this Safety cum Indemnity Bond,
GETCO shall have right to terminate the contract of work issued to the CONTRACTOR.
f. In case if any safety related fatal Electrical / Mechanical accident occurred to any employee of
agency or outsider due to negligence or non-compliance of GETCO safety norms then in addition to
the compensation and liability as per statutory requirement, contractor / agency is hereby agreed
to pay the penalty amount as given below:
a. case if any safety related fatal Electrical / Mechanical accident occurred to any employee of agency
or outsider due to negligence or non-compliance of GETCO safety norms then in addition to the
compensation and liability as per statutory requirement, contractor / agency is hereby agreed to pay
the penalty amount as given below:
Sr.No Amount of Contract in Rs. Penalty amount
1 Up to 1Lac Rs.5000/- plus GST as applicable
2 Above1Lac to 10Lacs Rs.40000/-plus GST as applicable
3 10 to 100 Lacs Rs.100,000/- plus GST as applicable
4 >100Lacs 1.0%of contract value plus GST as applicable
b. I/We the CONTRACTOR hereby confirm that in case of any dispute/difference for settlement of claims
under this Safety Cum Indemnity bond the courts in Gujarat State wherever job/work is performed
or as per GETCO norms shall have the jurisdiction to decide the rights & liabilities of the parties
while adjudicating the matter of claims under this Safety Cum Indemnity Bond.
c. This Safety cum Indemnity Bond shall continue and hold good until it is released by the GETCO in
Writing on the CONTRACTOR’s application after the Contractor has discharged all his obligations
under the order mentioned hereinabove and submitted a “NO DEMAND CERTIFICATE” from the GETCO
under the said order. The Safety cum Indemnity Bond shall be valid for a CONTRACT PERIOD and
renewable thereof (Claim Period).
d. This Safety cum Indemnity Bond and the guidelines as per Annexure-A herein contained are in
addition to And not by way of limitation or substitution for any other guarantee, indemnities Hereto
before given to the GETCO by the CONTRACTOR and this indemnity does not Revoke or limit
such indemnities or guarantees. IN WITNESS WHEREOF the Parties hereto have executed this
indenture the day the year First hereinabove written.
(Signature with seal of The CONTRACTOR)
In the presence of:
GST as applicable on Penalty amount shall be borne by the contractor and the contractor agrees
to pay/ reimburse the same. (TO BE INCORPORATEDIN SAFETY CUMINDEMNITY BOND)
(Non Judicial Stamp Paper of Rs. 300/-)
KNOW ALL MEN BY THESE PRESENTS that we, Messer’s ___________________________________
_______________________________ (here in after called “the Contractor” which expression shall, where
the context so admits, include their heirs, executors, administrators & legal representatives, successors
& permitted assigns) are hereby held & firmly bind unto the Gujarat Energy Transmission Corporation
Ltd (here in after called “the GETCO” which expression shall, where the context so admits, include its
successors and assigns) to refund the full amount of materials supplied by the GETCO under the terms
and conditions of A/T No. ________ dated ______ against any loss damage or deterioration of whatsoever
nature occurs to said materials supplied by the GETCO and which are in the custody of the contractor at
their works site, on behalf of the GETCO, at ____________ (name of S/S / line) _____________ and /
or if any of the said materials, when inspected by any officer authorized by the GETCO in this behalf, is
found to be damaged, lost, deteriorated in quality or quantity, the contractor hereby agrees to bind
himself to indemnity and at all times keep indemnified the GETCO against all loss, damage and
deterioration to the any material supplied by the GETCO during his custody and shall pay in cash on
demand from the GETCO within 30 days the market value of such materials which is lost, damaged or
deteriorated in full to the GETCO and shall also hereby authorize the GETCO to deduct the said sum from
any sum due to the contractor or any sum which may at any time become due to the contractor under
the above referred contract or any other contract entered into by the contractor with the GETCO.
AND WHEREAS the contractors do hereby agree to be responsible for the safe custody and
protection and preservation of the said materials against all risks (excluding war risks) and against loss,
damage and deterioration of whatsoever nature in respect of the said materials while it remains in the
custody and possession of the contractor.
AND WHEREAS the said materials shall at all times be open for inspection by any officer authorized
by the GETCO Now the conditions of the above written bond are such that the contractor shall pay the
full amount forthwith to the GETCO in the event of loss, damage or deterioration or whatsoever except
due to circumstances arising out of war in respect of the materials supplied by the GETCO and shall fully
and effectually indemnify and keep indemnified to the GETCO against such loss, damage and
The contractor shall keep the said materials open at all times for inspection by the officers
authorized by the GETCO and produce at any time when demanded.
THE WITNESS WHERE OF: We the
(Signature of contractor)
Here to sign at ___________________
In the presence of
Address ______________ (Signature)
Address ______________ (Signature)
CONTRACT AGREEMENT
(Non Judicial Stamp Paper of Rs. 300/-)
This Agreement is made at Transmission Circle Office, Gondal the_____________ day of ___________ in
the Christian Year Two Thousand Twenty Two between M/s. _____________________________________
(address of office) ________________ (hereinafter referred to as “THE CONTRACTOR” which expression
shall unless excluded by or repugnant to the contract include its successors or permitted assigns) of
the ONE PART and the Gujarat Energy Transmission Corporation Ltd, having their Head office at Vidyut
Bhavan, Race Course, Baroda 390 007 (hereinafter called “The GETCO” which expression shall unless
excluded by or repugnant to the context include its successors or assigns) of the other part.
WHEREAS the aforesaid GETCO has accepted the tender of the aforesaid contractors for
______________________________________ _______________ hereinafter called “the works” and more
particularly described and enumerated or referred to in the specification, terms and conditions
prescribed in the order letter, covering letter and other letters and schedule of price which for the
purpose of identification have been signed by Shri ____________________________________ on behalf
of the contractors and by ---------------------------------- on behalf of the GETCO, a list whereof is made
out in the Schedule hereunder written and all of which said documents are deemed to form part of this
contract and included in the expression “The works” wherever herein used, upon the terms and
subject to the conditions hereinafter mentioned.
AND WHEREAS THE GETCO has accepted the tender of contractors for the construction of the said works
____________________________________________) upon the terms and subject to the conditions herein
NOW THIS AGREEMENT WITNESSESS AND IT IS HEREBY AGREED AND DECLARED THAT.
1. The contractors shall do and perform all works and things in this contract mentioned and
described or which are implied therein or there from respectively or are reasonably necessary
for the completion of the works as mentioned and at the times, in the manner and subject to the
terms and conditions and stipulations contained in this contract, and in consideration of the due
provision, executions, supply and completion of the works agreed to by the contractor as
aforesaid the Board doth hereby covenant with the contractor to pay all the sums of moneys as
and when they become due and payable to the contractors under the provisions of the contract.
Such payment to be made at such times and in such manner as is provided by the contract.
2. The conditions and covenants stipulated here-in-before in this contract are subject to and without
prejudice to the rights of the Board to enforce penalty for delays and / or any other rights
whatsoever including the right to reject and cancel on default or breach by the contractor of the
conditions and the covenants as stipulated in the general conditions, specifications, forms or
tender schedule etc. attached with GETCO’s Order No. __________________________________
The contract value, extent of supply & erection works, delivery dates, specifications and other
relevant matters may be altered by mutual agreement and if so altered shall not be deemed or
construed to mean or apply to affect or alter other terms and conditions of the contract and the
general conditions and the contract so altered or revised shall be and shall always be deemed to
have been subject to and without prejudice to said stipulation.
List of documents forming part of the contract:
1. GETCO’s Tender Specification No. ____________ and contractor’s offer opened on dated
2. GETCO order No. Dtd. _____ / ______/
3. Contractor’s acceptance of order vide letter no. _______________.
4. Contractor’s Partnership Deed Dtd. ________________.
5. Contractor’s Power of Attorney / Board Resolution authorizing person to sign on behalf of Firm.
In witness whereof the parties here to have set their hands and seals this day and month, year first
1) Signed, sealed and delivered by
(Signature with name, Designation and official seal)
For and behalf of M/s. __________________ (Signature)
In the presence of (Full Name, Address and Signatures)
2) Signed, sealed and delivered by
(Signature with name, Designation and official seal)
For and on behalf of Gujarat Energy Transmission Corporation Ltd., Gondal.
In the presence of name, Full address and Signature:
NON JUDICIAL STAMP PAPER OF RS.
FORM OF BANKER’S UNDERTAKING
[ For Performing Guarantee (PBG) towards execution / supply Period
As per Commercial Terms and Condition of Tender]
The Superintending Engineer BG. No.________________________________
Gujarat Energy Transmission Corporation Ltd, Issue Date______________________________
Circle office, Expiry Date______________________________
We, ____________________________________ (Name of the Bank and Address of the parson giving the
Bank Guarantee) having our registered office at _______________________________(Address of Bank’s
registered office) hereby give this Bank Guarantee No._____________________
Dated______________and hereby agree Unequivocally and Unconditionally to pay immediately on
demand on writing from the beneficiary Company GETCO or any officer authorized by it in this behalf any
amount up to and not exceeding Rs. ______________________ (Amount of performance Guarantee toward
execution / supply period), (Rupees_______________________________________ (in words)) to the said
GETCO on behalf of M/s ________________________________ who have entered into a contract for the
supply/works specified below
This agreement shall and valid and binding on this Bank up to and inclusive of ___________________
(Date of validity of the Bank Guarantee) and shall not be terminable by notice or by change in the
constitution of the Bank or the firm of Contractors / Suppliers or by any other reasons whatsoever and our
liability here under shall not be impaired or discharged by any extension of time or variations or alteration
made, given conceded or agreed, with or without our knowledge or consent. By or between parties to the
said within written contract.
Notwithstanding anything contrary contained in any law for the time being in force or banking practice, this
Guarantee shall not be assignable, transferable by the Beneficiary GETCO. Notice or invocation by any
person such as assignee, transferee or agent of beneficiary shall not be entertained by the Bank. Any
invocation of the Guarantee can be made only by the beneficiary directly.
NOTWITHSTANDING anything contained herein before, our liability under this guarantee is restricted to
shall remain in force until ______________ (Date of validity of the Bank Guarantee). Unless demands or
claims under this Bank Guarantee are made to us in writing on or before________________ (6 months from
the Date of expiry date of the Bank Guarantee), all rights of Beneficiary under this Bank Guarantee shall be
forfeited and we shall be released and discharged from all liabilities there under
Please Mention Here Complete Postal Signature of the
Address of the Bank with Branch Code, Bank’s Authorized Signatory
Telephone and Fax nos With Official Round Seal
(On the letterhead of the firm/company)
Details of the Firm
Name of the Firm
1 Address of registered office
2 Contact personnel
4 Residential Address
7 Telegraphic code
8 E-mail address
1 Address of WORK
2 Contact personnel
4 Residential Address
7 Telegraphic code
8 E-mail address
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