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Tender Value
₹91.7 L
EMD Value
₹91,720
Closing Date
24 Jul 2026, 4:00 pm
The Superintending Engineer
Construction of 220kv Line Bay Foundations, Cable Trench, RCC Road & Misc. Civil works etc. at 220 KV Ghodasar S/S Ta.: Tharad & Dist.: Vav-Tharad under Palanpur TR Circle
319893
PTC/ET/63/2026
Open
Civil Works
Banaskantha
12 documents required · 11 mandatory · 1 optional
₹5,900
Gujarat Energy Transmission Corporation Ltd
₹91,720
2 Jul 2026
2 Jul 2026
2 Jul 2026
24 Jul 2026
2 Jul 2026
Name of work: Construction of 220kv Line Bay Foundations, Cable Trench,
RCC Road & Misc. Civil works etc. at 220 KV Ghodasar S/S Ta.: Tharad &
Dist.: Vav-Tharad under Palanpur TR Circle.
Tender Notice.
Integrity Pact.
Instructions to Bidders.
Qualification Requirement.
Conditions of Contract.
General Conditions of Contract.
Standard Field Quality Plan.
Technical Specifications.
Forms & Appendices to be filled in by the bidders.
Technical Specifications for Civil Works.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
E-TENDER NOTICE
SE (TR) invites “On line Tenders” (e-tendering) for the Work of: Construction of 220kv Line bay
Foundations, Cable Trench, RCC Road & Misc. Civil works etc. at 220 KV Ghodasar S/S
Ta.: Tharad & Dist.: Vav-Tharad under Palanpur TR Circle. 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://getco.nprocure.com
(For view, down load and on line submission) and GUVNL / GETCO web sites www.gseb.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.
Sr. Description Civil Works Details
1 Tender No. PTC/ET/63/2026
2 Sr. No. PTC/ET/Civil/12/2026
3 Name of work Construction of 220kv Line bay Foundations, Cable Trench,
RCC Road & Misc. Civil works etc. at 220 KV Ghodasar S/S
Ta.: Tharad & Dist.: Vav-Tharad under Palanpur TR Circle
4 Tender Cost Rs 91,71,164.39/- (including GST & WC)
(Payment of EMD will be accepted by RTGS / NEFT / online only).
6 Tender Fee (Non- Rs.5900/- (5000+900 GST@ 18%)
Payment of Tender-Fee will be accepted by RTGS/NEFT Online only).
7 Time Limit 04 Calendar Months
8 Appropriate Class Class- “D” & above
9 On line (E-tendering)
tender/ offer submission
last date up to 16.00 hours
only (This is mandatory)
10 Date of opening of Tender
fee, EMD cover, and
integrity pact in on – line
opening at 16.01 Hours.
11 Type of Tender Percentage Basis on FIRM PRICE
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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 bidder.
Bidders have to submit technical bid as well as Price bid in electric format only on above
mentioned website till the date and time shown above. However, of anywhere in tender
documents submission of other than this document physical submission mentioned to
The Tender Fee amount should be paid by NEFT/RTGS/Online only at the office address
specified in the tender document. Payment of EMD should be made by RTGS/NEFT/on
line only. After the payment through RTGS/NEFT bidder has to mail following details:
the transection slip of payment made by RTGS/NEFT is to be uploaded in N- procure
with tender documents.
Sr. No Required Details
1 Name & Address of the bidder
2 Bidder GST No
3 Tender No with due date
4 Mode of Transfer
5 Ref. ID with Bank Details
7 Payment against (Tender Fee/ EMD)
Bidder has to provide all above details by email on the same date of payment so that receipt can
GETCO Beneficiary Bank detail is as under:
1 Name of Account Holder Gujarat Energy Transmission Corporation Ltd.
3 Name of Bank Bank of Baroda
4 Branch Code PALANP
5 Address of Bank Ground Floor, Meeta Hospital Building, Opp. New Bus
Stand, College Road, Palanpur, Gujarat -385001
6 IFSC Code BARB0PALANP (Fifth digit is “0” Zero)
7 PAN No AABCG4029R
8 TAN No AHMG02636E
9 GST No 24AHMG02636E1DV
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.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
7. All the relevant scanned documents as per requirement of the tender are to be upload through
online only on n procure portal including Tender fee receipt, EMD receipt and attested Integrity
Pact. (All tender documents including Price bid are not to be submitted with the physical
8. Tender will be evaluated on Data / Details / Documents of the online offer only.
9. It is mandatory for all the bidders to upload their tender documents by on line (E-tendering) in
scheduled time.
10.The bidders are required to fill up all the online annexure / forms. This is intended for
transparency and speedy evaluation of the bids. Instead of simply confirming / attached in bid,
the Bidder shall fill in the particulars against appropriate place in respect of each line
appearing in each online annexure. Wherever required, bidder shall invariably have to upload
supporting authentic documents in the online bid.
(In the absence of required details in the online annexure, the owner has every right to
evaluate the bids accordingly and bidder cannot raise any objection against any point during
11.Bidders are requested to remain in touch with the web-site for any amendment / corrigendum
or extension of due date etc
12.The Earnest Money Deposit and tender fee will be accepted by NEFT/RTGS/online only. EMD
and Tender Fee in NEFT/RTGS/online only with different purchaser or agency shall not be
accepted. Tender without EMD receipt and tender fee receipt shall be rejected. Two separate
transaction for Tender fee and EMD should be submitted.
13.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 clarifications that may be required pertaining to this
enquiry should be referred to: The Superintending Engineer (TR), Gujarat Energy
Transmission Corporation Limited, Circle Office, Palanpur – 385
GETCO reserves the right to reject any OR all tenders without assigning any reasons thereof.
Yours faithfully,
Superintending Engineer
To view the PDF file please use “Acrobat Reader” software which can be downloaded from “Adobe” website.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
GUJARAT ENERGY TRANSMISSION CORPORATION LIMITED, PALANPUR
Name of Work: Construction of 220kv Line bay Foundations, Cable Trench, RCC Road & Misc.
Civil works etc. at 220 KV Ghodasar S/S Ta.: Tharad & Dist.: Vav-Tharad under Palanpur TR
Ref: PTC/ET/63/2026
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 and the nation.
GETCO COMMITMENT PARTY’S COMMITMENT
To maintain the highest ethical standards in Not to bring pressure / recommendations
business and profession. outside GETCO to influence its decision.
Ensure maximum transparency to the Not to use intimidation, threat, inducement or
Satisfaction of stakeholders Pressure of any kind on GETCO or any of its
employees under any circumstances.
To ensure to fulfill the terms of agreement / To be prompt and reasonable in fulfilling the
contract and to consider objectively the contract, agreement, legal obligations.
viewpoint of parties.
To ensure regular and timely release of To
payment on due dates for work done. provide goods and / or services timely as per
agreed quality and specifications at minimum
To ensure that no improper demand is made by To abide by the general discipline to be
employees or by anyoneon our behalf. maintained in our dealings.
To give maximum possible assistance to all the To be true and honest in furnishing information
Vendors / Suppliers / Service provider and including payment to agents / sub-agents.
others to enable them to complete the contract
To provide all information to suppliers/ Not to divulge any information, business
contractors relating to contract / Job which details available during the course of business
facilitate him to complete the contract / job relationship to others without the written
successfully in time. consent of GETCO.
To Not to enter
ensure minimum hurdles to Vendors/ suppliers into carter/syndicate / understanding whether
/contractors in completion of agreement / formal/non formal so as to influence the price.
contract /work order.
Seal & Signature Seal & Signature
(GETCO Authorized Signatory) (Party’s Authorized Person)
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
(Undertaking in Regard to Stop deal / Banned for Business dealing / Black list thereof)
SUB: Undertaking in Regard to Stop deal / Banned for Business dealing / Black List thereof
Ref: Tender No:
All Bidders will have to furnish the following undertaking duly filled in, signed and stamped for
Each quoted item of the tender along with the technical Bid.
Hereby certify that
And their proprietor / any partner / any director of the firm is not stop deal and / or Banned / black
Listed by GUVNL and or its any of the subsidiary company viz. GSECL /GETCO /DGVCL
/MGVCL/UGVCL /PGVCL for the tendered item.
Contractor’s Signature with Seal & Date.
Seal of the Company.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
Tender Acceptance letter
TENDER NO: - PTC/ET/63/2026
Sub: Construction of 220kv Line bay Foundations, Cable Trench, RCC Road & Misc. Civil works
etc. at 220 KV Ghodasar S/S Ta.: Tharad & Dist.: Vav-Tharad under Palanpur TR Circle.
In connection with above subject, I/we confirm the following:
1) I / we, the undersigned, have read and examined each page/document of above tender
documents in detail.
2) I / we declare that we accept all the conditions of the above tender unconditionally / I We don’t
have any objection for any clause, point or condition. If there will be any deviation found, in bid,
the offer shall be out rightly rejected without assigning any reason thereof.
3) In any legal implication in future if any, this document can be used as authentic consent from
Signature of Authorized Representative of Company / Agency
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
Suptd. Engr / Ex.Engr.
(Location Address)
Sub.: CA Certificate for payment of GST and uploading of the invoice details on GSTN portal
This is to certify that M/s (Name of the Party and Address) have completed the work / supply of
(Nature of Work) against (Work Order No. and date). It is further certified that the GST charged
on the bills of the said work order are paid to Government and accurate & correct details of such
invoices are also uploaded on the GSTN portal within the stipulated time. It is further certified
that GST charged from GETCO has neither been refunded nor is refund claim pending with
GST Department.
Name of the Firm
Firm Registration No.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
(ON LETTERHEAD OF COMPANY/FIRM)
Suptd. Engr / Ex.Engr.
(Location Address)
Sub.: (Nature of Work with Order No. of GETCO) -- Submission of Undertaking thereof
I/we hereby undertake that if GST Charged on the invoices of the above stated order is not paid/
short paid to government or if I/we fail to upload the details or uploads inaccurate particulars on
GSTN portal within the stipulated time limit, GETCO shall have the right to recover the amount of
GST along with penal interest at the rate of 15 % p.a.
I/we, hereby undertake that in the event of any refund of GST either full or part if received by
me/us in future in respect of the goods and/or services for the above state order, I/we shall pass
on the same to GETCO without any formal claim to that effect from GETCO.
Name of the Supplier / Contractor
Name, Signature of the Authorised Signatory
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
A/T ACCEPTANCE LETTER: -
(TO BE SUBMITED ON FIRM’S LETTER HEAD)
The Superintending Engineer
Gujarat Energy Transmission Corporation Ltd,
Circle Office, Nr. Circuit House
We hereby acknowledge, agree and accept your A/T under reference above with terms and
conditions mentioned therein.
Designation ___________________
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
KNOW ALL MEN BY THESE PRESENTS THAT We, __________________________________________
(hereinafter called THE CONTRACTOR, which expression shall, where the context so admits include their
heirs, executors, administrations and legal representatives, successors and permitted assigns) are hereby
held and firmly bind unto the GUJARAT ENERGY TRANSMISISON RORPORATION LTD. (hereinafter
called the GETCO, which expression shall where the context so admits, include its successors and assigns)
to refund the full amount of steel, cement and other materials supplied by the GETCO under the terms and
against any loss, damage or deterioration of whatsoever nature occurs to the said materials supplied by the
GETCO and which are in the custody of the contractor at his works site on behalf of the GETCO at
________________________________________ or if any of the said materials when inspected by any
officer authorized by the GETCO in this behalf of found to be damaged, lost, deteriorated in quality or
quantity, the contractor hereby agree to pay the full amount forthwith the GETCO and hereby bind himself
to indemnity and at all times keep indemnified the GETCO against all loss, damage and deterioration to the
cement, steel and any materials supplied by the GETCO within 30 days, the market value of such loss,
damage and deterioration in full to the GETCO and shall also authorize the GETCO to deduct the said sum
from any due to the contractor or any such which at any time may become due to the contractor or any
referred contractor or any other entered into by the contractor with the GETCO.
AND WHEREAS THE CONTRCTOR do hereby agree to be responsible for safe custody, protection and
preservation of the said materials against all risks and against loss, damage and deteriorations of
whatsoever nature in respect of the said materials while it remain in the custody and possession of the
AND WHEREAS the said materials shall at all times be open for inspection by any officer authorized
NOW the conditions of the above written bond are such the contractor shall pay the full amount
forthwith to Board in the event of loss, damage or deterioration or whatsoever except due to circumstances
arising out of war or natural calamities in respect of the materials supplied by the GETCO and shall fully
land effectually indemnify and keep indemnified the GETCO against such loss, damage and deterioration in
The contractor shall keep the said materials open at all times for inspection by the officer authorized
by the GETCO and produce at any time when demanded.
IN WITNESS WHEREOF WE, the ____________________________________________ hereto
sign at _____________________(signature of the contractor with his name, designation & official seal) on
In presence of:- …………………………………………….
(with name, full address & signature).
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
Technical Specification & Commercial Conditions
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
(A) INSTRUCTIONS TO THE BIDDERS
(A1) SCOPE OF WORK:
Major works covered in this work are “Construction of 220kv Line bay Foundations, Cable Trench,
RCC Road & Misc. Civil works etc. at 220 KV Ghodasar S/S Ta.: Tharad & Dist.: Vav-Tharad under
Palanpur TR Circle” as per specifications and terms mentioned here under.
(1) The site of proposed work is situated at Palanpur TR Circle jurisdiction. The works shall be carried
out as per tender 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 account.
(A2) Earnest money Deposit:
1. Bidders are requested to pay an earnest money deposit (1 % of estimated cost) by
NEFT/RTGS/online only for the amount as specified in the tender notice. Payment of EMD any
other form other than NEFT/RTGS/Online shall not be accepted. EMD and Tender Fee
NEFT/RTGS/online only with different purchaser or agency shall not be accepted.
2. The EMD shall be submitted along with submission of Technical bid only. In no case it shall be
submitted with sealed cover of Price Bid.
3. Tenders not accompanied by EMD shall be rejected.
4. 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 further works of GETCO.
5. 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 in to 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.
(A3) (1) COMPLETION PERIOD:
The time limit for the completion of the above work will be 04 calendar Months from the
commencement of the work, which will be given by the competent authority.
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 will be given based on the duration falls
between period 1st July to 31 st October e.g.
If entire duration falls between 1st July to 31st October, 30days allowable towards rainy days.
If the execution period falls short by four months, then the proportionate days shall be calculated based
on following formula:
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
Daily allowable on account of rainy period =30xN/120, where N = numbers of days falling between 1 st July
to 31st October.
Note- While applying this formula no extension of time limit shall be permitted on account of delay due to
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 bidders to apply within 5days
from the date of LOI for temporary power connection considering 5days 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 % S. D. shall be paid at Circle Office, Palanpur as early as possible, from
receipt of letter of intent either
a) In form of DD in favour of "Gujarat Energy Transmission Corporation Ltd. " of any
Nationalized Bank payable at Palanpur OR
b) In form of Bank Guarantee of any Nationalized Bank as per the approved format
of the Corporation valid for minimum period of time limit plus guarantee period of one year.
Alternatively, 100 % S. D. may be submitted on receipt of LOI. The security deposit will be refunded
only after the completion of 1(ONE) year guarantee period of work completed or finalization of final bill
whichever is later.
If Security Deposit is not paid within 15 days of issue of LOI, EMD paid will be forfeited and Corporation
will not deal with party for the period of 2(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 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 (TR), Gujarat Energy Transmission Corporation, Circle Office, Palanpur.
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.
6A.1 GST Registration:
The Bidder should have to take registration under the “GOODS AND SERVICE TAX(GST)”. Bidder
has to register online in given link before bidding. Link for the same is
www.getcogujarat.com/gst. The certified Xerox copy of such registration shall have to be
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
submitted along with the bid by the bidder.
On forfeiture of EMD, SD or guarantee under the terms and conditions of this tender, applicable GST
will also be recovered from the bidder / contractor and GETCO reserves all rights of such recovery of such
forfeited amount along with GST.
PENALTY FOR DELAY:
The completion time allowed for carrying out the work should be strictly observed. For any delay, penalty
will be levied at the rate of ½ % per week or part thereof on delayed portion of the work subject to ceiling
of 10% of total contract value (GST as applicable will be imposed).
6A.2 The prices quoted shall be all inclusive of freight, octroi, transportation, loading, –unloading &
stacking at site of Girders/Towers and line materials received from construction store GETCO Kansari
after observing all store formalities of GETCO.
6A.3 No extra payment toward any type of templates and erection tools /materials will be made.
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 (i.e. price) mentioned in the
price bid shall be final and any additional GST will have to be borne by the tenderer himself. In no case
additional amount towards GST 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.
Also, please mention separate applicable HSN / SAC Code and rate of GST and Cess as applicable for
each item of Goods/Service. If not specifically mentioned, then COMPANY will have the option to take the
prices as exclusive of taxes and duties at maximum higher slab rates for the evaluation of the tenders.
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
The offered prices to be indicated in online mode of tender in the format given (i.e. Schedule-B). The price
bid submitted in physical mode shall not be considered.
Every bidder shall inform their GSTIN No. of the registered place(s) wherefrom the bidder intends to
supply the goods / services, meaning thereby the bidder has to supply the goods / services from the
relevant declared / registered place of supply only.
6A.5 Goods and Service Tax (GST):
The rates are excluding GST at the rate of 9% CGST plus 9% SGST or 18% IGST under the GST law or
as applicable to works contract service from time to time which will be paid extra on a given taxable goods
and/or services.
The amount of GST, Percentage (%) 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).
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
You 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.
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.
Contractor has to provide Tax invoice in a standard format as per CGST act, CGST rules 2017 and GST
invoicing rules containing all details as provided Act and rules. Contractor / Supplier has to mentioned
GST no. of GETCO 24AABCG4029R2ZC in the invoice invariably failure of which payment will not be
GST at the applicable rate will be levied on the total of schedule B. GST will be subject to CGST, SGST,
UTGST, IGST act and rules, regulation and notifications issued by government from time to time.
Contractor has to classify the supply / services according to the HSN / SAC of CGST Act, 2017. GETCO
also reserve the right of classification in case of any misclassification of goods / services.
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.
The amount of GST in the invoice will be reimbursed subject to matching of transaction in GST return. In
case of mismatch, amount of GST will be retained from the subsequent invoice of the contractor. For final
bills, GST will be retained and reimbursed on matching the same in GST return and after receipt of
request from the contractor.
Further, the Company has a right to recover the amount of GST along with penal interest at the rate of
15% per annum if GST charged is not paid / short paid to the government or fail to 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.
DEDUCTION OF TDS under GST
As per provisions of GST Act, TDS under GST @ 2% (1% CGST & 1% SGST or 2% IGST as applicable)
or at the applicable rate from time to time, will be deducted from the bill of suppliers/contractors at the time
of credit or payment. TDS Certificates in the prescribed format will be issued as per the prescribed rules
6A.6 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
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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.
6A.7 STATUTORY VARIATION:
Any statutory increase or decrease in the 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 delivery 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 on to COMPANY.
Statutory Variation clause will not be applicable in case of Supplier / Contractor has opted for Composition
Scheme under GST.
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 contractor
6C Welfare Cess
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.
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.
GETCO shall pay the welfare cess by way of reimbursing to contractors on production of
documentary evidence of payment.
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.
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.
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.
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.
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.
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.
The welfare cess shall be reimbursed to the contractor on submission of copy of
documentary evidence of payment by observing due formalities.
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
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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 equipments,
fixtures, labour, constructional equipments, 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 work.
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 (TR), Gujarat Energy Transmission Corporation, Circle Office, Palanpur.
385 001 or his 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 his 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 (TR),
Gujarat Energy Transmission Corporation, Circle Office, Palanpur. 385 001. 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
16. Bidders must quote firm price only, till completion of work under contract, & this is to be confirmed by
bidder while submitting his 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
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 his usual signature with seal of the company.
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 company.
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.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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.
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 on
agreement that bidder shall have no cause of action or claim against the GETCO for rejection of his
bid. The owner shall always be at liberty to reject or accept split any bid or bids at his 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. 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 binding.
(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.
30. 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.
31 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
32 These rules and directions shall form part of the contract.
33 Drawings: Drawings required for the works are available with the E.E. (Civil) of Circle Office
Palanpur. 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.
34 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 rules.
35 The contractor has to make his own arrangement of water for construction activity at his own cost. The
contractor shall be allowed to draw water from bore well / open well by making his 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
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.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
In no case, GETCO is bound to supply water if the ground water sources are not available at site
within premises.
36 Tenders received after time: 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 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 he wishes to submit.
37 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
38 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.
39 GETCO will not issue any material required for the work. All the materials – tools & tackles, labour
etc. will have to be arranged by the contractor.
40 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
c) Without payment of EMD / Tender Fee. Or Payment of EMD / Tender fee in any form other than
NEFT/RTGS/Online only
d) Not in prescribed form.
e) Not bearing signature of the bidder & seal of the company on all the documents accompanying the
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 taking.
Tender not fulfilling all the above conditions and those specified in the documents attached or incomplete
in any respect are liable to rejection.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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 Experience: Bidder should have experience of similar work similar work OR including RCC frame structure
building in live Sub-Station 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. Attested Xerox copy of work orders executed from GETCO/ GEB
/ Central / State Government / Railway / Semi- Government / Public Sector Organization and satisfactory
completion certificate from respective department should be submitted.
3. Solvency: Latest bank solvency certificate (not more than 1-year-old of tender publish as on date) 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)”.
4 Provident Fund Code: Separate provident fund code number towards firm registered with Regional P. F.
5 Profit & Loss Account Statement: The Bidder should submit certified Xerox audited copy of the Balance
sheet with profit and loss account of last three Years.
6 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
7. 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
8 I.T. PAN CARD: The bidder should submit the attested soft copy of PAN Card of their firm.
All the documents to be submitted in soft copy shall be self-attested/notarized.
Signature of Contractor Superintending Engineer,
GETCO, Circle Office,
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
For Proprietorship firm only
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 stop-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, assigness, executors etc.
Hence solemnly affirmed on this day of months of 20 at_ _____________
(name & sign of all partners / or POA Holders)
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
For Proprietorship firm only
Self Affidavit for proprietorship firm
(On Rs.300/- stamp paper duly notarized)
I the undersigned _______________________________________________ hereby solemnly
declare on oath that I am the sole proprietor of the firm ___________________________.
The proprietorship concern is solely owned, managed and controlled by me.
The signature appearing in the contract agreement is signed by me and is true.
I hereby state that whatever is stated herein above is true and correct to the best of my
knowledge and belief.
Hence solemnly affirmed on this _____ day of ___________ of
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
GENERAL CONDITIONS OF CONTRACT
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
(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 altered.
(d) The “Contractor” means the individual or firm or company, whether incorporated or not, undertaking
the works and shall include his or its legal personal representative, successors and permitted
(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 Chief Engineer” and “CE” means “Chief
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 Chief Engineer to
supervise the works or part of the works.
(h) “Approved” and “Directed” means the approval or direction of the Chief Engineer to Supdt. 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 ancilliary legislations.
(m) 'Owner' shall mean the Gujarat Energy Transmission Corporation Ltd, Vadodara or any of its group
companies i.e. GUVNL, GSECL, MGVCL, DGVCL, PGVCL UGVCL and shall include its legal
representatives, successors and assigns.
2.Security Deposit
The contractor shall, within 15 days of the issue of Letter of Intent, pay 5 % as Security Deposit. The
Bank Guarantee from schedule bank in lieu of cash or government securities towards Security Deposit
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
will be accepted providing amount of Security Deposit payable exceeds Rs. 10,000/- .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
“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 / Nationalised
Bank in favour 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 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 from date of commencement given by concern Authority / DE(Civil).
The work shall throughout the stipulated period of contract proceeds with due diligence (time 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
In event of failure of the contractor 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 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. 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 his 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.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
(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 Corporation.
(b) To employ labor 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 labor 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 his security deposit of the proceeds sale thereof or a sufficient part
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 his 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.
5. 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.
6. 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
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 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.
lf the Contractor shall neglect to execute the works with due diligence and expedition or shall
refuse or neglect to comply with any reasonable order given to him, in writing by the Engineer in
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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 thirty (30) days from the date of serving the
notice, then and in such case the Owner shall be at liberty to employ other workmen and forthwith to
execute such part of the works 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 hands and re-contract with any other person or persons to complete the
works or any part thereof and in that event the Owner shall have free use of all Contractor’s equipment
that may 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 lf the sum thot the Contractor is entitled 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 port of the works if part of the works have been
completed. the Contractor shall be liable for such excess.
lf 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. Owner shall encase the
Bank Guarantees of Contractor available with Owner/s and retain such other payments due to
the Contractor under the Contract in question or any other Contract that the Owner/s may have
with the Contractor. Such payment of excess amount shall be independent of the liquidated damages
for delay which the Contractor shall hove to pay if the completion of works is delayed.
7. 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 it’s 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.
8. 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.
9. 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 and binding on all parties.
measurement and of total amount payable for the work shall be final and binding on all parties.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
10. 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
items at such reduced rates, as he may consider reasonable in the preparation of final or
running accounts bills.
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
The company has decided to make payment to suppliers/contractors through RTGS/NEFT by transfer
of funds instead of cheques through regular courier service/RPAD the payment shall be released to
your bank account through RTGS.
Therefore, the suppliers/contractors are requested to furnish the following details in original letter head
with cancelled cheque.
1. Account Number
2. Type of account
4. Branch name & address
5. Contact no. of the branch
7. One cancelled cheque
9. For necessary payment against each consignment of material along with 100% taxes, duties, F & I shall
be duly recorded in the form of TRC & SR note by the field office and works related bills, which shall be
now uploaded on Vendor Management System (VMS) Portal, www.vms.guvnl.com including invoice,
documents which are digitally signed by Vendors / Suppliers/Contractors. The supporting documents
duly signed, stamped and scanned are required to be uploaded. The VMS portal also provides ‘real
time’ tracking of invoice status, to monitor the process of submissions and to receive timely updates
12. 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,
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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.
13. 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
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 aforesaid.
14. 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.
15. 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.
16. 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
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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.
17. No claim to compensation on account of loss due to delay in supply of materials by
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
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 contractor.
18. 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.
19. 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.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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.
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.
20. Work to be opened to Inspection, Contractor or Responsible Agent to be present
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 himself.
21. 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.
22. 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 such person.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
23. Contractor Liable for all Damages
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.
24. 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 nay such officers or persons shall
become in any way directly or indirectly interested in the contract, the Executive Engineer may, by
day’s 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.
25. 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 sustained.
26. 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.
27. 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.
28. 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.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
29. Arbitration
🔹 Dispute Resolution Mechanism
(1) Amicable Settlement
Any dispute, difference, controversy or claim between the Parties arising out of or relating to this
contract with reference to the construction, interpretation, breach, termination or validity thereof
(hereinafter referred to as “the Dispute”) shall, upon the written request of either Party, be referred to
the authorized representatives of the Disputing Parties for resolution. The authorized representatives
shall promptly meet and attempt to negotiate in good faith a resolution of the Dispute within thirty (30)
days of the service of the request.
(2) Arbitration
If the Parties fail to amicably resolve the disputes or differences or contrary claims as indicated in sub-
clause (1) of Clause 29, arising under or in connection with the present works contract, whether
pertaining to works contracts alone or works and procurement both, the same shall be referred to
arbitration under the Gujarat Public Works Contracts Disputes Arbitration Tribunal Act,
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
defect’s 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.
30. 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%. 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 from the contractor at the market rate or stock issue rate whichever
be higher at the time of materials account plus 15%.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
31.1 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.
32. 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
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.
34. Industrial Labour Laws
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 extent of Rs.100/- fine per each day.
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) No female worker shall be employed in the night shift between 7.00 p.m. to 6.00 a.m.
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 thereof.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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 as under:
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 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 contractor.
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
employee’s 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
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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, 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 contract
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 contractors 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
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 form the bills, to be paid to the Subcontractor and
Labourers 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
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 Corporation.
NOTE: -The Prevailing Act at the time of execution of work over and above act specified herein shall be
binding to the contractor
35. 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.
36. 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 to estimates.
37. 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.
38. Entering upon or commencing any portion of work
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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.
39. Method of Payment
Payment to contractors shall be made by A/c payee Cheque provided the amount exceeds Rs.50/-.
Amount not exceeding Rs.50/- will be paid in cash. Generally, payment may take 30 to 60 days after
passing of bills depending on availability of fund.
40. Acceptance of conditions on tendering for work.
Submission to tender or acceptance of work order shall imply acceptance of these conditions of tender
41. 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.
42. 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 Corporation.
Date: Superintending Engineer (TR),
(Signature of Contractor) GETCO, Circle Office,
Address: Palanpur
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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 Appendix 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 Corporation.
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 work.
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. 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:
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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’s, 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 off soil etc.:
The contractor shall not sell or otherwise dispose off 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.
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.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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
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.
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
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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’s,
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 it’s 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:
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 executions.
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
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
the Corporation may by 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.
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 execution.
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 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 four copies.
19.3: The contractor shall furnish sufficient machinery, equipment, labourers & 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’’.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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 Levi able,
Expenditure, in full, incurred by the Corporation on contractor’s behalf in
labour, machinery, equipment etc.,
(b) Charges for services such as water & power supply, etc. in full,
(c) Hire charges for Corporation’s or Government machinery if any,
(d) Other recoveries not specifically mentioned but recoverable.
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 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
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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’s 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 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.
29.0 R. A Bills:
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
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
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.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
GETCO shall pay the welfare cess by way of reimbursing to contractors on production of documentary
evidence of payment.
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.
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.
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.
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.
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.
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
The welfare cess shall be reimbursed to the contractor on submission of copy of documentary evidence
of payment by observing due formalities.
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
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 such removal.
31.5 If Govt. declares a state of scarcity or famine to exist in any village situated within 10 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 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 & binding.
31.6 The contractor shall provide reasonable facilities to the labour employed by him. The usual facilities
are weather proof shelter for rest & meal, supply of whole some drinking water, facilities for obtaining
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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
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 maintain proforma, charts & details regarding machinery, equipment’s, materials
labour, personnel & other matters as may be specified by the Corporation time to 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
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’s used by the contractor or subcontractor
whether at the site or elsewhere. Damage to contractors’ tools machinery construction equipment’s
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’s 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.
37.RIGHTS OF THE OWNER
Whenever any claim or claims for payment of a sum of money arises out of or under the contract
against the contractor, the Owner shall be entitled to withhold and also have 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 heave o lien
over the same pending finalization or adjudication of any such claim. ln the event of the security is
insufficient to cover the
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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 or any
other contract with the Owner or GUVNL or its subsidiary companies pending finalization or
adjudication of any such claim.
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) lt 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 claim 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 moy be duly notified to the contractor."
38. Relationship with employee: -
Every bidder, at the time of submission of bid. Give a declaration as under
“If any bidder company/firm, the interest (i.e., Shareholding in Company and share in partnership firm) of
any empyee of the tendering company or his/her relative as defined in Section 2(77) of the Company’s act
2013 is 10% or more, the tendering Company will not deal with such Company/Firm at all.
Tendered therefore, must specifically disclose this fact in his technical bid. Non-disclosure of such facts
would immediately disqualify the tenderer for further dealing with the tendering company.
39. Conflict of Interest among Bidders/ Agents
A bidder shall not have conflict of interest with other bidders for particular quoted item. Such conflict of
interest can lead to anti-competitive practices to the detriment of Procuring Entity’s interests. The
bidder found to have a conflict of interest shall be disqualified. A bidder may be considered to have a
conflict of interest with one or more parties in this bidding process for particular quoted item, if:
a) they have proprietor/ partner(s)/ Director(s) in common; or
b) they receive or have received any direct or indirect subsidy/ financial stake from any of them; or
c) they have the same legal representative/ agent for purposes of this bid; or
d) they have relationship with each other, directly or through common third parties, that puts them in a
position to have access to information about or influence on the bid of another bidder; or
e) bidder participates in more than one bid in this bidding process. Participation by a bidder in more than
one Bid will result in the disqualification of all bids in which the parties are involved. However, this does
not limit the inclusion of the components/ sub-assembly/ assemblies from one bidding manufacturer in
more than one bid.
f) in cases of agents quoting in offshore procurements, on behalf of their principal manufacturers, one
agent cannot represent two manufacturers or quote on their behalf in a particular tender enquiry. One
manufacturer can also authorize only one agent/ dealer. There can be only one bid from the following:
1. The principal manufacturer directly or through one Indian agent on his behalf; and
2. Indian/ foreign agent on behalf of only one principal.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
g) a Bidder or any of its affiliates participated as a consultant in the preparation of the design or technical
specifications of the contract that is the subject of the Bid;
h) in case of a holding company having more than one independently manufacturing units, or more than
one unit having common business ownership/ management, only one unit should quote. Similar
restrictions would apply to closely related sister companies. Bidders must proactively declare such
sister/ common business/ management units in same/ similar line of business.
i) Bidder shall not act in contravention/ violation to the provisions of competition act, as amended from
Every bidder should, at the time of submission of bid, give a declaration, that bidder shall not have conflict
of interest with other bidders, as above.
40. Use of Call before you dig (CBUD) App
All the excavators/excavating agencies engaged by “GETCO (Gujarat Energy Transmission Corporation
Limited) must self-register “Call Before you Dig (CBUD) app as excavator
All digging agencies/Contractors must be mandated to do any type of digging/excavation only after prior
intimation through CBUD Mobile app.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
TECHNICAL SPECIFICATIONS
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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 Approving
No. Description of Test Plan With for Acceptance Agency Guideline Authority
(FROM APPROVED LIST
(i) Fineness As per mix IS: 456,IS: 269 Govt. The tests for B-3
(ii) Compressive Strength Design IS: 8112,IS: Approve cement
(iii) Initial & final setting time requiremen 12269 d Lab Coarse aggregates &
t IS: 1489 Fine aggregate shall
be conducted during
Concrete. Mix design
shall be subject to
approval by GETCO
B COARSE AGGREGATES
(I) Determination of Particle As per mix IS: 383,IS: 2386 Govt. In case of change of B-3
size Design IS: 456 Approve source of coarse& Fine
(ii) (Sieve Analysis) requiremen d Lab aggregates, mix Design
(iii) Flakiness Index t should be revised.
(iv) Crushing Value
(v) Specific Gravity
(vi) Bulk Density
(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 IS ; 2386, IS : Govt. To be approved by B-3
relevant IS 383 Approve GETCO
(ii) Elongation Index d Lab
(iii) Flakiness Index
(iv) Deleterious Material
(v) Specific Gravity
(vi) Water Absorption
(vii) Impact Value
(viii) Los Angeles Abrasion Value
(ix) Aggregate Crushing Value
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
(x) 10% Fines value
(xii) Alkali Aggregate Reactivity
(xiii) Petrography
D FINE AGGREGATE
(I) Gradation /Determination Govt. In case of change of B-3
ofParticle size As per mix IS: 383,IS: Approve source of coarse& Fine
(ii) Specific Gravity and density. Design 2386,IS: d Lab aggregates, mix Design
requiremen 456 should be revised.
Moisture content t
Absorption Value
Silt Content Test
Presence of deleterious
(vii) materials
E BURNT CLAY BRICKS
(i) Dimensional tolerance As per GETCO Specs. Govt. To be approved by B-3
relevant IS IS: 3495) Approve GETCO
(ii) Compressive Strength (Part I to Iv) d Lab
(iii) Water Absorption
(iv) Efflorescence
F FLY ASH LIME BRICKS
(i) Dimension As per GETCO Specs. Govt. To be approved by B-3
relevant IS IS: 3495 and Approve GETCO
(ii) Water absorption IS: 12894 d Lab
(iii) Drying Shrinkage
(iv) Compressive Strength
(v) Efflorescence
G SOLID CC BLOCKS
(i) Dimension As per GETCO Specs. Govt. To be approved by B-3
relevant IS IS: 2185 Part 1 Approve GETCO
(ii) Block Density d Lab
(iii) Compressive strength
(iv) Water absorption
(v) Dry Shrinkage
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
(i) Water absorption As per GETCO Specs. Govt. To be approved by B-3
relevant IS IS: 2386 Part 3 Approve GETCO
(ii) Compressive Strength d Lab
I PRECAST CC PAVER
(i) Shape and Dimension As per GETCO Specs. Govt. To be approved by B-3
relevant IS IS: 15658 Approve GETCO
(ii) Compressive Strength d Lab
(iii) Flexural Strength
(iv) Abrasion Resistance
(v) Split Tensile Strength
(vi) Water absorption
J SOIL TO BE USED FOR
(i) Grain Size Analysis As per IS :2720 Govt. To be approved by B-3
relevant IS Approve GETCO
(ii) Atterberg’s limit d Lab
(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 Contract Each source to be C
and or / Approved by
Specification. GETCO GETCO
mixing concrete
shall be fresh,
and free from oil,
Chemical and physical acids and alkalis,
(II) properties of water for One organic
checking its suitability for sample per materials, Govt.
construction proposes. Source or other Approve
deleterious d Lab
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
L REINFORCEMENT
STEEL(FROM APPROVED
IS: 432, IS: 1139, Contract Approved by B-3
(i) Identification & size Random IS: 1786 or GETCO.
(ii) Chemical Analysis Test One Specification produce
sample per manufac
Tensile Test Heat turer’s
Yield stress\proof stress Certifica
Percentage Elongation sample per i.e.
(v) Bend/Re-bend Test Each size from
(vi) Reverse Bend Test for sample per d
HYSDWire Each size Manufac
sample per Approve
Each size d Lab
M STRUCTURAL STEEL
(i) Chemical Composition One IS :2062, IS :228, Govt. Approved by B-3
sample per IS : 1608, IS : Approve GETCO.
(ii) Tensile Strength Heat 1599, IS : d Lab
(iii) Yield Strength sample per
(iv) Percentage Elongation One
(v) Bend Test Each size
(vi) Impact Test sample per
(vii) Y Groove Crackability Test One
(viii) Dimensions One
N FOUNDATION BOLTS
(i) Identification & size Random IS : 209, IS : Govt. Approved by B-1
2016, IS Approve GETCO.
(ii) Chemical Analysis Test One :2062, IS : 2633, d Lab
sample per IS :12427,&
(iii) Tensile Test Each GETCO
One Specification
Yield stress/Proof Stress sample per
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
(iv) Percentage Elongation One
(v) Bend / Rebend Each
(vi) Weight/Thickness/Uniformity sample per
of Galvanizing Each
O PVC WATER STOPS
(i) Tensile strength One IS : 15058, IS Contract Approved by B-3
sample per :8543 (Part4 / or GETCO.
(ii) Elongation Each Sec 1), should
One IS : 13360 (Part Produce
(iii) Hardness sample per 5/ manufac
Each Sec 1), IS ; 9766 turer’ste
(iv) Water absorption, One & GETCO st
percentage by mass sample per Specification Certifica
(v) sample per from
Cold bend temperature at Each approve
which sample does not crack d
Accelerated extraction test: One
(a) Tensile strength sample per
(b) Elongation Each
Stability in effect of alkalis
(a) weight increase at 7 sample per
days, % by mass Each
(b) weight decrease by
mass at 7 days, %
(c) Change in hardness One
at 7 days sample per
(d) Weight increase at Each
(e) Weight decrease at
(f) Dimension change
Bought out item (shown Check all GETCO Joint Approval by A
P as annexure – II) the items Specification inspecti GETCO.
Check the bought out items on
are as per Technical By
specification / IS codes GETCO
before use. Approval of all .
bought out items. And
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
GANTRY/EQUIPMENT
FOUNDATION/CABLE
A BEFORE EXCAVATION
IS: 4091, IS: Contract Approved by C
(i) Checking of pegs location as 100% on 3764 or GETCO.
Per line and alignment each &GETCO
(ii) Checking of pit making as Location approved
per Drawing & RL 100% on Drawing/
each specification
(i) Dimensional conformity Each IS: 4091, IS: Contract Approval by B-3
location 3764 or GETCO.
(ii) Verticality/slopes & Square &GETCO (1) Foundations will not
ness of each pit Each approved be placed on
location Drawing/ Contract filled up soil
Specification. or (2) Minimum depth
(iii) Verification of classification Of foundation will
of foundation wherever be 750 mm in
applicable. Each Virgin soil.
C ANTITERMITE TREAMENT
(i) Check for material to be 100% IS : 6313 & Joint Approval by B-3
used GETCO inspecti GETCO.
Specification on
(ii) Check for proportion Random By
(iii) Depth and c/c distance of Random And
(iv) Check for pouring of Random
required quantity of liquid in
For all IS:456, GETCO Joint Approval by C
D locations Approved inspecti GETCO.
P.C.C. PADDING Drawing & By
specification GETCO.
E SHUTTERING (Form work)
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
Check for materials, C
breakage or damage
Check for plumb, alignment
Parallelism, squareness and
equidistance from stub
Dimensional check.
Check for level & height IS: 456, GETCO Joint Approved by
Check for rigidity of Specification/ inspecti GETCO.
frame/tightness 100% Approved on
Cleaning and oiling drawings. By
Diagonal bracing if required GETCO.
as per drawings/site And
conditions. Contract
Checking of joints to avoid or
undue loss of cement slurry
REINFORCEMENT STEEL.
(i) Check the steel bars for rust, B-3
cracks, surface flaws,
laminate etc. (Visual check)
Check as per the bar
(ii) bendingSchedule before
placement ofConcrete. IS: 456, GETCO Joint Approved by
Check cutting tolerance for Specification/ inspecti GETCO.
bars as per check 100% approved on
List/drawings. drawings. By
Check whether all bent bars And
(iii) and lap lengths are as per Contract
approved bar bending or
Check whether all joints &
(iv) crossing of bars are tied
properly with right gauge &
annealed wire as per
Check for proper cover
(v) distance spacing of
bars,spacers, & chairs after
the reinforcement cage has
been put inside the
Check whether lapping of
(vi) bars are tied properly with
right gauge and annealed
wire as per specification.
G PILE FOUNDATION
(Additional Tests)
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
(i) Check of centre line of pile Each pile IS:2911 Joint Checklist to be B-3
group group &GETCO inspecti prepared
Approved pile on And signed jointly
(ii) Check pile location Each pile Foundation by
Drawings/ GETCO
(iii) Temporary casing tube & Specification. and
permanent line also check Each pile Contract
Thickness of liner material (if or
(iv) Bentonite slurry (if
applicable) Each pile
(v) Pile depth, level, size and Approved pile
alignment Each pile foundation
Drawings/pecific
(vi) Chipping of pile head ation
(vii) Pile load testing
(viii) Anchor bolts if applicable GBOQ/Spe
(ix) Level, centre to centre Tion IS:
distanceOf bolts.
(x) Visual check for galvanizing
H SETTING OF TEMPLATE
(i) Identification Each GETCO Joint Approval by GETCO C
foundation Approved inspecti
(ii) Check for orientation of specifications on by
template to match with Each GETCO.
drawing foundation and
(iii) Check for line and level of or
(iv) Check for center line of foundation
foundation and template
(v) Check for diagonal Each
dimensions foundation
(vi) Check for diameter and
distance of holes Each
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
I FOUNDATION BOLTS
(i) Identification (Diameter and Each GETCO Joint Approval by C
length) foundation Approved inspecti GETCO
specifications on
(ii) Check the foundation bolts by
for rust, cracks, surface Each GETCO
flaws, laminate etc. (Visual foundation and
check) Contract
(iii) Check for height of bolts
above concrete level as per
(iv) Check for bolt to bolt
distance as per drawing
(v) Check for verticality of bolts Each
Check for Fixity of bolts
PLACEMENT OF WATER
(i) Check the water stops for
blisters, pinholes, cracks, Random GETCO Joint Approval by B-3
and embedded foreign Approved inspecti GETCO
matters (Visual Check ) specifications on
(ii) Check for width and GETCO
thickness Random and
(iii) Line and level tor
(iv) Fixity during concreting
APPROVAL OF MIX For each IS: 456 &GETCO Contract Approval by GETCO B-3
a DESIGN. grade of Approved or
Concrete. specifications
Batching, mixing & placing of Random IS: 456 &GETCO Contract Approval by GETCO B-3
b concrete and compacting Approved or
Placing concrete, and And
compacting Random specifications
c CONCRETE TESTING
Slump test Random IS:456,IS:516,IS: Contract Results to be B-3
1199 or recorded
And GETCO and signed
Check for quantities for Random Specifications Jointly
cement, fine aggregate,
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
coarse aggregate and water
Compressive Strength Sample Is:1199,IS:456, Govt. To be witnessed for B-3
(Consisting IS:516 Approve important structure
of d lab (slab)&
minimum 6 Approved by GETCO
Check for thickness of Layer 100% GETCO Govt. To be witnessed & C
& watering Specifications. Approve Approved by GETCO
Visual check for d lab
correction/ramming
Compaction test
(Percentage ofMax dry
Mortar mix/proportion Random IS:2250, Joint Approval by GETCO C
Plumb & Alignment Random Specification on
Joints Random GETCO
Plastering thickness and Random GETCO Joint Approved by GETCO C
evenness Specification inspecti
Mortar mix proportion Random GETCO by
Specification GETCO
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
(i) Thickness of flooring Random
material (Kotah GETCO Joint Approved by GETCO B-3
stone/Vitrified tiles/glazed Specification inspecti
(ii) Mortar mix proportion Random by
(iii) Line and level 100% and
(iv) Joints 100% or
P WATERPROOFING
(i) Check for material to be 100% GETCO Joint Approval by GETCO B-3
used Specification,. inspecti
(ii) Cleaning of terrace By
(iii) Proportion of mortar And
100% on IS 5613 Contract Approval by GETCO C
CURING FOR CONCRETE,
Q all &GETCO or.
MASONRY, PLASTERING
locations Specification,
R DOORS/WINDOWS
(i) Check for size of different Random IS : 733, IS: Joint Approval by B-2
members 1285, IS : 1868, inspecti GETCO
(ii) Check for weight of different Random Specification By
(iii) Check for anodizing Random Contract
(iv) Check for joints of various Random and test
(v) Check for thickness of glass Random Manufac
Fixing (line, level, plumb) 100%
Gap between frame and wall 100%
S FALSE CEILING
(i) Type of false ceiling Random GETCO Joint Approval by GETCO B-2
Specification inspecti
(ii) Thickness of false ceiling on
panel Random By
(iii) Check for size and weight of Random And
different members of false Contract
ceiling skeleton or
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
(iv) Fixing with wall Random
(v) Line and level Random
(vi) Check for hangers Random
(vii) Cutouts for lighting fixtures Random
T GI PIPE FOR WATER
(i) Check for weight as per Random IS : 1239 & Joint Approval by GETCO B-3
diameter of pipe GETCO inspecti
Specification on
(ii) Depth of excavation for Random By
pipe line GETCO.
(iii) Laying of pipe line as per Random Contract
layout given or
(iv) Fixing of pipe with clamps 100%
(v) Watertight ness of joints 100%
U SITE SURFACING
(i) Check for layers of 200mm 100% GETCO Contract Approval by B-3
Specification or and GETCO
(ii) Check for watering 100% Govt.
(iii) Check for rolling 100% d
(iv) Check for density (% 100% ory
(i) Visual check for material
One IS383 & 2386 Contract Approval by B-3
(ii) Stacking of material sample GETCO or GETCO
(iii) Preparing the land for road 100% GETCO
Spreading of metal in Specification
required thickness Random
Watering Random
DUST/METAL SPREADING
(i) Visual check of material One IS383 & 2386 Contract Approval by B-3
sample GETCO or GETCO
(ii) Stacking of material Specs.
(iii) Preparing the land upto
required level Random
(iv) Spreading of material of
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
required thickness Random
X FALSE FLOORING
(i) Type of false flooring Random GETCO Joint Approval by GETCO B-2
Specification inspecti
(ii) Thickness of false flooring on
panel Random By
(iii) Check for size and weight of Random And
different members of false Contract
flooring skeleton or
(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
(i) Alignment as per lay out 100% on As per contract Approval by GETCO C
each approved or
Location drawings
(ii) Invert level as per outlet 100% on As per approved contract Approval by GETCO C
points each drawings or
(iii) Concrete and masonry As per contract Approval by GETCO C
as per FQP approved or
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
: 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 carry-out any additional tests at any stage if the situation so
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 equipments used by the contractor for testing are required to be
Copy of valid calibration report shall be retained by GETCO based on the joint inspection.
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
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 colour.
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.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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 Rashtriya Ispat Nigam or the rerollers approved by
main producers.
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 sulphated cement, corrosive resistant
reinforcement 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
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 Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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/surveillance Authority, if Dispositioning
Check check by Test results Authority
A Critical EE (civil) of circle SE(TR) SE(TR) CE, Corporate
with Plus EE(C) Plus EE(C) Office
B-1 Major D E (Quality E E (Quality Deptt) EE (Quality CE (Quality Deptt)
B-2 Major EE (civil) of circle SE (Civil) SE (Civil) CE, Corporate
with 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)
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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 pipe line 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 cup board 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 bath room.
37. Sliding gate.
38. RCC Hume pipe. (pressure/Non pressure).
39. Submersible pump for bore well.
40. Substation Sign boards.
41. Acrylic name plates.
42. MS cover for cable trench in control room/GIS room.
43. Ear thing strips.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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 getting damaged in any way.
5. It will be absolutely 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.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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 tenderers 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 Corporation.
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.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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 R.A. bills.
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 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 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 godown 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 schedule time.
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 consumption.
8). Contractor is fully responsible for safety of cement at site; nothing will be paid extra on account of
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 at site.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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
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 1 SMT
–do- 40 mm thick 1 SMT
–do- 50 mm thick 1 SMT
–do- 75 mm thick 1 SMT
–do- 100 mm thick 1 SMT
Cement for fixing marble Mosaic Tiles 1 SMT
–do- White glazed tiles with 12 mm thick 1 SMT
coating cement plaster for leveling.
Terrazzo floor finishing 20 mm thick with 1 SMT
mm thick back coating cement plaster.
Kotah stone flooring 1 SMT
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 1 SMT
20 mm thick C.P. in C.M. 1:3 1 SMT
20 mm thick sand faced in two layers. 1 SMT
Cement Pointing 1 : 1 1 SMT
6. Ground Sink 750 x 750 mm with dwarf wall 1 NO
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
115 mm thick 40 mm IPS with 110mm. thick
1: 5: 10 bedding,
7. RCC water tank 1000 liter. (1.2x1.2x0.9M 1 NO
with free Corporation)
– do – size (2x2x0.9 M with free 1 NO
Corporation) (3000 Liters)
8. Kitchen Platform with 75 mm thick slab with
partitions with 12 mm smooth plaster.
Size 2000 x 675 mm 1 NO
Size 3000 x 675 mm 1 NO
9. 75 mm quarter round vata in C.M. 1:2. 100 RMT
100 mm – do – 100 RMT
150 mm – do – 100 RMT
10. Fixing W.C. Pan 1 No.
11. Gully trap with chamber or 300x300mm. 1 NO
Nahni trap 1 NO
12 50mm thick RCC shelf in C.C. 1:1 ½ : 3 1 SMT
13 - do - precast cover 300 mm, wide 50 mm 1 SMT
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 1 NO
Size 600 x 450 mm 1 NO
Size 600 x 600 mm 1 NO
Size 900 x 900 mm 1 NO
Size 450 x 450 mm 1 NO
Size 300 x 300 mm with 110 mm partition 1 NO
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 1 RMT
650 mm Dia 1 RMT
450 mm Dia 1 RMT
300 mm Dia 1 RMT
225 mm Dia 1 RMT
150 mm Dia 1 RMT
16. Porcelain Pipes (S.W.G. Pipes)
100 mm Dia 1 RMT
150 mm Dia. 1 RMT
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 1 NO
& RCC slab cover, for soak pit.
Note: (1) Consumption figures mentioned against each item is for theoretical consumption. This
consumption may very + 5 %.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
(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 can not 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 can not 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 concreting.
Boring operation:
Boring operation shall be done by rotary or percussion type drilling rigs using direct mud/bentonite
circulation or reverse circulation methods to bring the cuttings out.
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
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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
than 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.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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 other
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
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.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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
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-in-charge.
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 4 Nos. or
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 tar.
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.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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
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 aldrop 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.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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
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, cup board 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 cup board, 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
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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
(E5) GENERAL TECHNICAL SPECIFICATIONS FOR BUILDING 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 followed.
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 as final.
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" e.g. 'M-5'.
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-
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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 workmanlike manner as per the best techniques for the
particular item.
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 specifications
(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 30 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
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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 colour, lime in form of porous lumps of dirty white colour 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 I.S. 455-1976
M-4 White Cement
4.1 The white cement shall conform to I.S 8042-E-19.78.,
M-5 Coloured Cement
5.1 Coloured cement shall be with white of grey Portland cement as specified in the item of the
5.2 The pigments used for coloured 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 colour 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 to it
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
3.0, The sieve analysis of coarse shall be as under:
I.S Designation Sieve Passing sieve Percentage by weight I.S. Sieve percentage weight
Designation passing
2.36mm 90 to 100 300 Micron 5-70
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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 by weight
Designation 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 Percentage by I.S. Sieve percentage by
sieve weight Designation 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
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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 Cu.m. The mortar may be hand mixed of machine mixed as
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 colour 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
colour so that each particle of sand shall be completely covered with a film of wet cement. The
water cement ratio shall be adopted as directed.
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
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
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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 it clean.
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 colour. 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
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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 19 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,
whenimmersedfor24hoursinwater. 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 to l.S. 280-1972.
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 mortar.
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
26.2. The form work 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 sq m. laid on
sufficiently hard base.
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
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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 avoided.
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 metre
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-in-Charge.
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 colour 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
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. cms. 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
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
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mm. wide for shutters up to 3.5 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 jess 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 centre to centre of pickets shall be 12 cms. with an opening of 10 cms.
(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 chief 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
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
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
plywood should be reconditioned to a moisture content not less than 8 percent and not more than
16 percent. Thickness of plywood Boards:
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
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 colours shall be used, if
so shown, on detailed drawings or so specified. For important buildings and for panes with any
dimension over 900 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
38.5. Wired Glass :
38.5.1. Glass shall be with wire netting embedded in a sheet of plate glass. Electrically welded
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. Particle board
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,
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
casement stays, and ventilators catch shelf be made of the metal as specified in the item or its
43.1.2. They shall be of iron, brass, aluminum chromium plated iron, chromium plated brass,
copper oxidized iron, 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 door stopper 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.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
43.15.1. The base and socket plate shall be made from minimum 3 mm. thick plate, and
projected pivot shall not be less then 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 colour 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,
livering, caking or colour 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 colour and
free from stains cracks, decay and weathering.
46.2. The size of various colours 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 colours 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 Standards.
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 colour 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
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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 of minus one millimeter. Tolerance on
thickness shall be plus 5 m.m.
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 Coloured 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.1237-1980.
47.2.2. The pigments used for colouring cement shall not exceed 10 percent by weight of cement
used in the mix. The pigments, synthetic or otherwise, used for colouring tiles shall have
permanent colour and shall not contain materials detrimental to concrete.
47.2.3. The colour 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
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,
colour, shade, chips, distribution etc. required.
47.3.5. The tiles shall be prepared from cement conforming to Indian Standards or Coloured
Portland cement generally depending upon the colour 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 centre to
centre distance of chequer shall not be less then 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 coloured or mosaic as specified.
The thickness of the upper layer measured from the top of the chequers shall not be less than
mm. The tiles shall be given the first grinding with machine before delivery to site.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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
mm. The thickness of tile shall be 6 mm. Except as above the tiles shall conform to I.S. 1977-
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 I.S.778-1971.
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
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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 / coloured 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 suitable size.
M-61. Orissa type water closet
61.1 The specification of Orissa type white / coloured 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 black an 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 50 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 20 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-siphonage pipes and fitting shall conform to I.S.1729-
1964.Thepipesshall 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
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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 m. Weight of pipe excluding
No. dia. of bore 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.Thesurfaceshallbesmoothand 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 water tight 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.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
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 2.24 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 1000 metre
Minimum 934 Metre Maximum 1066 Metre
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
(E7) :DETAIL SPECIFICATION FOR WORK ITEMS:-
Excavation for foundation in trenches in ordinary, dense, hard soil, sand, clay, soft
murrum up to 1.50 Mt. depth including strutting, shoring wherever necessary and throwing
away the extra stuff within any lead and outside of Substation premises and its dressing
etc. complete as directed by E. I. C.
1.1. Any soil which generally require close application of picks or jumpers or scarifiers to loosen
it, stiff clay, gravel and stone, etc. or organic soil, gravel silt, sand, turf, loam, clay, peat, etc. fall
under this category.
2.0. Clearing the site
2.1. The site on which the structure is to be built shall be cleared, and all obstructions loose
stone, materials, and rubbish of all kind, bush wood and trees shall be removal as directed. The
materials so obtained shall be property of the Government and shall be conveyed and stacked as
directed up to any. lead. The roots of the trees coming in the sides shall be cut and coated with a
2.2. The rate of side clearance is deemed to be included in the rate of earth work for which no
extra will be paid.
3.0. Setting out
After clearing the site the centre lines will be given, by the Engineer-in-Charge. The contractor
shall assume full responsibility for alignment, elevation and dimension of each and all parts of the
work. Contractor shall supply labours materials, etc., required for setting out the reference marks
and bench marks and shall maintain them as long as required and directed.
4.0. Excavation
The excavation in foundation shall be carried out in true line and level and shall have the width
and depth as shown in the drawings or as directed. The contractor shall do the necessary shoring
and shutting or providing necessary slopes to a safe angle, at his own cost. The payment for
such precautionary measures shall be paid separately if not specified. The bottom of the
excavated area shall be leveled both longitudinally and transferal as directed by removing and
watering as required. No earth filling will be allowed for brining it to level. If by mistake or any
excavation is made deeper or wider than that shown on the plan or directed. The extra depth or
width shall be made up with concrete of same proportion as specified for the foundation concrete
at the cost of the contractor The excavation up to 1.5 m depth shall be measured under this item.
5.0. Disposal of the excavated stuff
5.1. The excavated stuff of the selected type shall be used in filling the trenches and plinth or
leveling the ground in layers including ramming and watering etc.
5.2. The balance of the excavated quantity shall be removed by the contractor from the site of
work to a place as directed with lead up to all lead and lift.
6.0. Mode of measurements & payment
6.1. The measurement of excavation in trenches for foundation shall be made according to the
sections of trenches shown on the drawing or as per sections given by the Engineer-in- Charge.
No payment shall be made for surplus excavation made in excess of above requirements or due
to stopping and sloping back as found necessary on account of conditions of soil and
requirements of safety.
6.2. The rate shall be for a unit of one cubic meter.
Excavation for foundation in trenches in ordinary, dense, hard soil, sand, clay, soft
murrum up to 1.50 Mt. to 3.0 mt. depth including strutting, shoring wherever necessary
and throwing away the extra stuff within any lead and outside of Substation premises and
its dressing etc.and its dressing etc. complete as directed by E. I. C.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
1.0 Workmanship
1.1 The relevant specification of item no. 1 shall be followed except that the excavation work
shall be carried out with 1.5Mt to 3.0Mt lift in ordinary soil, sand, clay, soft murrum.
2.0. Mode of measurements & payment
2.1 The relevant specification of item no. 1 shall be followed.
2.2 The excavation work from 1.5Mt to 3.0Mt shall be measured under this item.
2.3. The rate shall be for a unit of one cubic meter.
Excavation for foundation in trenches in ordinary, dense, hard soil, sand, clay, soft
murrum up to 3.00 Mt. to 5.0 mt. depth including strutting, shoring wherever necessary
and throwing away the extra stuff within any lead and outside of Substation premises and
its dressing etc. and its dressing etc. complete as directed by E. I. C.
1.0 Workmanship
1.1 The relevant specification of item no. 1 shall be followed except that the excavation work shall
be carried out with 3.0Mt to 5.0Mt lift in ordinary soil, sand, clay, soft murrum.
2.0. Mode of measurements & payment
2.1 The relevant specification of item no. 1 shall be followed.
2.2 The excavation work from 3.0Mt to 5.0Mt shall be measured under this item.
2.3. The rate shall be for a unit of one cubic meter.
Filling available excavated earth (Excluding rock) in trenches, plinth sides of foundation
etc. in layers not exceeding 20 CM in depth, consolidating each deposited layers by
ramming and watering.
1.0 Workmanship
1.1 The earth to be used for filling shall be free from salts, organic or other foreign matter. All
clots of earth shall be broken.
1.2 As soon as the work in foundation has been completed and measured the site of foundation
shall cleared of all debris, brick bats, mortar dropping etc., and filled with earth in layers not
exceeding 20 cms. Each layer shall be adequately watered, rammed and consolidated before
the succeeding layer is laid. The earth shall be rammed with iron rammers where feasible and
with the butt ends of crow bars, where rammer cannot be used.
1.3 The plinth shall be similarly filled with earth in layers not exceeding 20 cms. adequately
watered and consolidated by ramming with iron or wooden rammers. When filling reaches
finished level the surface shall be flooded with water for at least 24 hours and allowed to dry and
then rammed and consolidated.
1.4 The finished level of filling shall be kept to shape intended to be given to floor.
1.5 In case of large heavy duty flooring like factory flooring, the consolidation may be done by
power rollers, where so specified. The extent of consolidation required shall also be as specified.
1.6 The excavated stuff of the selected type shall be allowed to be used in filling the trenches
and plinth. Under no circumstances black cotton soil be used for filling in the plinth.
2.0 Mode of Measurements & Payment
2.1 The payment shall be made for filling the plinth and trenches. No deduction shall be made
for shrinkage and voids, if consolidated as instructed above.
2.2 The rate shall be for a unit of one cubic meter.
Filling in foundation and plinth with murrum or selected soil in layers of 20 CM thickness
including watering, ramming and consolidation etc. complete (Yellow earth should be
brought by contractor from outside) Note: 25 % of the successive bill amount shall be
retained till lapse of one full scale monsoon and rectifications of subsistence if any to the
design ground level)
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
1.1. Murrum shall be clean, of good binding quality, and of approved quality obtained from
approved pots / quarries of disintegrated rocks which contain silicon materials and natural
mixture of clay of calcareous origin. The size of murrum shall not be more than 20mm.
2.0 Workmanship
The relevant specifications of item No. 4 shall be followed except that murrum or selected soil
shall be filled in foundation and plinth in 20 cms. Layers including consolidating, ramming,
watering, dressing, etc. complete.
3.0. Mode of Measurements & Payment
3.1. The relevant specifications of item No. 4 shall be followed.
3.2. The rate includes cost of collecting, carting murrum / or selected earth of approved quality
with all lead and labour required for filling the same in trenches and plinth under floors.
3.3. The rate shall be for a unit of one cubic meter.
Filling in plinth with sand under floors including watering, ramming consolidating and
dressing etc. complete.
1.1. Sand shall conform to M6.
2.0 Workmanship
The relevant specifications of item No. 4 shall be followed except that sand shall be filled in under
floors, including watering, ramming, consolidating and dressing etc. complete.
3.0. Mode of Measurements & Payment
3.1. The relevant specifications of item No. 4 shall be followed.
3.2. The rate includes cost of collecting, carting sand with all lead and labour for filling the same
in plinth under floors.
3.3. The rate shall be for a unit of one cubic meter.
Providing and applying anti termite treatment, as per IS 6313 (part II & Part III 2001) for
building works in pre construction & Post construction stages, using chemicals
conforming to relevant IS in water emulsion and effective when applied uniformly over the
area to treated. The chemical to be used is chloro-pyriphos 20 % EC or its equivalent. The
treatment is to be carried out as per the procedure mentioned below and treated plinth
surface area is to be taken for measurement.
a) For pre-construction treatment: For plinth filling and periphery holes inside plinth to be
drilled and 300mm centre to centre each having depth 1.5 mtr and for inside plinth the
holes are to be treated with diluted chemical solution 1.5 ltr. Per hole in the ratio of 1:20
per periphery, i.e. outside plinth the ditch is to be treated with diluted solution 2.25 ltr. per
Rmt. in the ratio 1:20. The entire surface area is to be treated with diluted solution of dose
2.25 ltr. per smt over and above as a plinth surface treatment.
Specification for the item shall be as per item description and relevant IS code.
“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 /
Nationalised Bank in favour 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.”
Measurement will be paid in square meter basis.
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
Brick work using common fly ash / concrete blocks/ building bricks having crushing
strength not less 35 kg. / sq. cm. in foundation and plinth in cement mortar 1:6 (1 -Cement
: 6 - Fine sand)
Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6. Cement
mortar shall conform to M-11. Brick shall conform to M-15.
2.0 Workmanship
2.1. Proportion : The proportion of the cement mortar shall be 1:6 (1 Cement : 6 fine sand) by
2.2 Wetting of bricks : The bricks required for masonry shall be thoroughly wetted with clean
water for about two hours before use or as directed. The cessation of bubbles, when the bricks
are wetted with water is an indication of thorough wetting of bricks.
2.3.1 Laying : Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks
shall not be used except when necessary to complete to bond, closers in such case shall be cut
to the required size and used near the ends of walls.
2.3.2 A layer of mortar shall be spread on full width for suitable length of the lower course. Each
brick shall first be properly bedded and set home by gently tapping with the handle of trowel or
wooden mallet. It side face shall be flushed with mortar before the next brick is laid and pressed
against it. On completion of course, the vertical joint shall be fully filled from the top with mortar.
2.3.3 The wall shall be taken up truly in plumb. All courses shall be laid truly horizontal and all
vertical joints shall be truly vertical. Vertical joints in alternate course shall generally be directly
one over the other. The thickness of the brick course shall be kept uniform.
2.3.4 The bricks shall be laid with frog upwards. A set of tools comprising of wooden straight
edges, mason’s spirit level, square half meter rub, and pins, string and plumb shall be kept on the
site of the work for frequent checking during the progress of work.
2.3.5 Both the faces of the walls of thickness greater than 23 cms. shall be kept in proper place.
All the connected brickwork shall be kept not more than one meter over the rest of the work.
Where this is not possible the work shall be raked back according to bond (and not left toothed)
at an angle not steeper than 45 degrees.
2.3.6 All fixtures, pipes, outlets of water, holdfasts of doors and windows, etc. which are required
to be built in wall shall be embedded in the cement mortar.
2.4.1 Bricks shall be so laid that all joints are quite flush with mortar. Thickness of the joint shall
not exceed 12mm. The face joints shall be raked out as directed by raking tool daily during the
progress of work, when the mortar is still green so as to provide key for plaster or pointing to be
2.4.2 The face of the brick shall be cleaned the very day on which the brick work is laid and all
mortar dropping removed.
2.5.1 Green work shall be protected from the rain suitable. Masonry work shall be kept moist on
all the faces for a period of seven days. The top of the masonry work shall be kept well wetted at
the close of the day.
2.6 Preparation of the foundation bed
2.6.1 If the foundation is to be laid directly on the excavated bed, the bed shall be leveled,
cleaned of all the loose materials, cleaned and wetted before starting masonry. If masonry is to
be laid on concrete footing, the top of the concrete shall be cleaned and moistened. The
contractor shall obtain the engineer’s approval for the foundation bed, before foundation masonry
Gujarat Energy Transmission Corporation Ltd.
Transmission Circle office, Palanpur-385001.
Near Circuit House, Palanpur –
E-Mail: [email protected]
(Regd. Office: Sardar Patel Vidyut Bhavan, Race Course, Vadodara-390 007)
(CIN: U40100GJ1999SGC036018)
is started. When pucca flooring is to be provided flush with the top to plinth, the inside plinth
offset shall be kept lower than the outside plinth top by the thickness of the flooring.
3.0 Mode of measurement
3.1 The measurements of this item shall be taken for the brick masonry fully completed in
foundation up to plinth. The limiting dimensions not exceeding those shown on the plans or as
directed shall be final. Battered, tapered and curved portion shall be measured net.
3.2 No deduction shall be made from the quantity of brick work, nor any extra payment made for
embedding in masonry or making holes in respect of following items.
(1) End of joints, beams, posts, girders, rafters, purlins, trusses, corbel, steps, etc. where cross
section area does not exceed 500 sq cm.
(2) Opening not exceeding 1000 sq cm.
(3) Wall plates and bed plates, bearing of slabs, and the like whose thickness does not exceed
10 cm and the bearing does not extended to the full thickness of the wall.
(4) Drainage holes and recesses fro cement concrete blocks to embed hold fasts for doors,
(5) Iron fixtures, pipes up to 300mm dia, hold fasts and doors and windows built into masonry and
pipes, etc. for concealed wiring.
(6) Forming chases of section not exceeding 350 sq. cm. in masonry.
3.3 Apertures for fire places shall not be deducted nor shall extra labour required to make
splaying of jambs, throttling and making arches over the apertures be paid for separately.
3.4 The rate shall be for a unit of one cubic meter.
Brick work using common fly ash building bricks having crushing strength not less 35 kg.
/ sq. cm. for super structure above plinth level up to floor two level (i.e. 4.0 m above plinth
level and parapet above the same) in cement mortar 1:6 (1 -Cement : 6 - Fine sand)
The specification of item no. 8 shall be applicable to this item but for brick masonry for super
structure above plinth level up to floor two level i.e. 4.0m above plinth level and parapet above
The rate shall for a unit of one cubic metre.
Half brick masonry in fly ash / concrete blocks building bricks having crushing strength
not less than 35 kg/sq.cm. in cement mortar 1:3 (1 - Cement : 3 - Coarse sand) with 2 Nos.
of 6 mm mild steel round bars after every three courses embedded in cement mortar
above plinth level up to floor two level.
Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6. Cement
mortar shall conform to M-11. Brick shall conform to M-15. M.S. reinforcement shall conform to
2.0 Workmanship
2.1 Relevant specification of bricks, wetting and laying of bricks, joints, curing, scaffolding etc.
shall conform to Item no. except the following :
2.2 Cement mortar used in masonry work shall be in proportion of one part of cement and three
parts of sand by volume and shall conform to M-11, and this work is for half brick thickness for
partition walls.
2.3 The hoop iron i.e. two nos. of 6mm dia MS round bars shall be provided at every third course.
The ends of reinforcement shall be full embedded in main walls on both sides as directed.
Reinforcement shall be placed on top of the bottom-most course. Laps shall be of 15 cms. of
mild steel bars of hoop iron.
2.4 The joints in the course where reinforcement is placed shall admit of mortar cover to the
3.0 Mode of measurements and payment
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