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Tender Value
₹1.5 Cr
EMD Value
₹1.5 L
Closing Date
2 Sept 2026, 4:00 pm
Superintending Engineer (TR), GETCO, JUNAGADH
RCC revetment/protection wall work at various live Tower/DP Transmission line locations under Junagadh Circle.
334645
TCJND/2026-27/N-58
Open
Civil Works
Works
Junagadh
19 documents required · 18 mandatory · 1 optional
₹4,248
Gujarat Energy Transmission corporation - Junagadh
₹1.5 L
12 Aug 2026
12 Aug 2026
12 Aug 2026
2 Sept 2026
12 Aug 2026
Technical Bid (All relevant documents) and Price Bid both must be submitted online only. No physical
bid accepted. Payment of Tender Fee/E.M.D. will be accepted by RTGS/NEFT/Online Only.:
The Superintending Engineer
Gujarat Energy Transmission Corporation Limited.,
Circle Office, Dhandhusar road, Opp. Nandbava Gaushala,
66KV Zanzarda substation,
Junagadh – 362 015 District: Junagadh, Gujarat
“NO COURIER SERVICE OR HAND DELIVERY” will be allowed.
Sr. TEN Name of Work TENDER Time TENDER E.M.D. Appro
No DER Cost Rs. Limit Fee Rs. Rs. priate
RCC revetment/protection ₹
TCJND wall work at various live Class-
[Including 12 [3600+648
1. /2026- Tower/DP Transmission line ₹ 1,48,791.00 ‘C’ &
18%GST & Months (GST
27/N- locations under Junagadh 1%Welfare Above
58 Circle. Cess]
1 On line (Tendering) TENDER/ offer submission last date up to
16.00 hours only (This is mandatory) 02.09.2026
2 Date of opening of technical bid on – line at 16.30 Hours. (If
3 Tentative Date of on – line opening of Price bid Shall be intimated separately
1. All the online Annexures I.e., Annexure - 1 to 8 and price bid, other Tender documents
(refer Table-A) must be submitted/attached through online form only.
2. Bidder has to upload scanned copies of original (Notarized / self-attested copies of original – as
specified in Tender document) documents with bid.
Stamp & Signature of contractor
3. Bidder has to submit the Integrity pact in online form superscripted with the “RCC
revetment/protection wall work at various live Tower/DP Transmission line locations
under Junagadh Circle.” on OR before due date and time. Otherwise, the offer will not be
considered and no any further communication in the matter will be entertained on or before due
date of submission.
4. Amount for Tender fees & EMD should be paid by Online by RTGS/NEFT/Online only. Bidder
has to mail following details:
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 on the same date of payment so that receipt can be
GETCO Beneficiary Bank detail is as under:
1 Name of Account Holder Gujarat Energy Transmission Corporation Ltd.
3 Name of Bank STATE BANK OF INDIA
4 Branch Code JUNAGADH - ZANZARDA ROAD (60445)
5 Address of Bank JUNAGADH - ZANZARDA ROAD
6 IFSC Code SBIN0060445
THE SUP ENG (TRANS) GETCO TR CIRCLE NON-
7 NAME OF ACCOUNT
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 form)
remain legible and should not be password protected.
7. All the relevant scanned documents as per requirement of the Tender are to be upload through
online only on n procure portal including Integrity Pact, otherwise the offer will not be considered
and no any further communication in the matter will be entertained.
8. Tender will be evaluated on basis of Data / Details / Documents submitted by online form only.
9. It is mandatory for all the bidders to upload their Tender documents by on line only (Tendering)
in scheduled time. No documents shall be considered physically which are mentioned for
on-line submission only.
10. The bidders are required to fill up all the online annexure / forms (word file attached) and shall
be uploaded invariably. This is intended for transparency and speedy evaluation of the bids.
Instead of simply confirming / attached in bid / refer physical offer, the Bidder shall fill in the
particulars against appropriate place in respect of each line appearing in each online annexure.
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 purchaser has every
Stamp & Signature of contractor
right to evaluate the bids accordingly and bidder cannot raise any objection against any point
during evaluation.)
11. Bidders are requested to remain in touch with the web-site for any amendment / corrigendum or
extension of due date etc.
12. No Tender shall be accepted / opened in case of receipt after due date and time of Tender,
irrespective of delay due to postal services or any other reasons and the Corporation shall not
assume any responsibility for late receipt of Tender.
13. The Earnest Money Deposit and Tender fee will be accepted only by NEFT/RTGS on any
Nationalized Bank only situated at “JUNAGADH” drawn in favour of “GUJARAT ENERGY
TRANSMISSION CORPORATION LTD.” EMD and Tender Fee NEFT/RTGS with different
purchaser or agency shall not be accepted. Tender without EMD and Tender fee shall be
14. 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, Gujarat Energy Transmission
Corporation Limited, Circle Office, Junagadh.
GETCO reserves the right to reject any OR all Tenders without assigning any reasons thereof.
Yours faithfully
Superintending Engineer
GETCO, Junagadh
Stamp & Signature of contractor
Technical Specification & Commercial Conditions
GUJARAT ENERGY TRANSMISSION CORPORATION LTD. JUNAGADH
Stamp & Signature of contractor
(A) INSTRUCTIONS TO THE BIDDERS
(A1) SCOPE OF WORK:
Major works covered in this work are “RCC revetment/protection wall work at various live Tower/DP
Transmission line locations under Junagadh Circle.” As per specifications and terms mentioned here
1) The site of proposed work is situated @ Various live Tower/DP Transmission line locations
under Junagadh Circle. The works shall be carried out as per TENDER specifications, Field
quality plan& 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:
i.) Bidders are requested to pay an earnest money deposit (1 % of estimated cost) by Online-
payment (NEFT/RTGS) Only on any Nationalized Bank payable at Junagadh for the amount as
specified in the tender notice. Payment of EMD in any other form shall not be accepted.
ii.) The EMD shall be submitted along with submission of online technical bid.
iii.) Tenders not accompanied by EMD shall be rejected.
iv.) If during the tender validity period, i.e. 180 days, the tenderer withdraws their tender, the EMD shall
be forfeited and the tenderer may be disqualified from tendering for further works of GETCO.
v.) 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
A. Guarantees issued by following Banks will be accepted as SD /EMD on permanent basis.
1.All Nationalized Banks.
B. Guarantees issued by following Banks will be accepted as SD / EMD for the period up to
31.03.2027. The validity cut-off date in GR is with respect to date of issue of Bank Guarantee
irrespective of date of termination of Bank Guarantee.
No. Bank Name No. Bank Name
1 Axis Bank 23 South Indian Bank
2 A U Small Finance Bank 24 Standard Chartered Bank
3 Bandhan Bank 25 Tamilnad Mercantile Bank
4 City Union Bank 26 Ujjivan Small Finance Bank
5 CSB Bank 27 YES Bank
6 DBS Bank India Limited 28 Ahmedabad Mercantile Co-Op Bank
7 Dcb Bank 29 Nutan Nagrik Sahkari Bank Ltd.
Stamp & Signature of contractor
8 Dhanlaxmi Bank 30 Rajkot Nagrik Sahkari Bank Ltd
9 Equitas Small Finance Bank 31 Saraswat Co-Operative Bank Ltd
10 FEDERAL Bank 32 SBPP Co-operative Bank Ltd.
11 HDFC Bank 33 SVC Co-Operative Bank Ltd.
12 HSBC Bank 34 The Cosmo Co-Op Bank Ltd.
13 ICICI Bank 35 The Gujarat State Co-Operative Bank
14 IDBI Bank 36 The Surat District Co-Operative Bank
15 IDFC First Bank 37 The Surat People’s Co-Op. Bank Ltd
16 IndusInd Bank 38 The Baroda CentraI Co-operative Bank
17 Jammu and Kashmir Bank 39 The Panchmahal District Co-Operative Bank
18 Jana Small Finance Bank 40 The Kalupur Commercial Co-Op. Bank
19 Karnataka Bank 41 The Rajkot Commercial Co-operative Bank
20 Karur Vysya Bank 42 The Banaskantha Mercanttile Co-op. Bank
21 Kotak Mahindra Bank 43 Gujarat Gramin Bank
(A3) COMPLETION PERIOD:
“The time limit for the completion of the above work shall be 12 months from the date of commencement of
the work, which will be reckoned separately."
One month additional will be considered for the rainy season if the scheduled execution period falls within
the period from 1st July to 31st October. In case the duration of execution is not exactly falls for a period of
1st July to 31st October, the proportionate days shall be given based on the duration falls between period 1st
July to 31st October. e.g.,
> if entire duration falls between 1st July to 31st October, 30 days allowable towards rainy days.
> If the execution period falls short by four months, then the proportionate days shall be calculated based on
following formula:
Delay allowable on account of rainy period = 30 x N /
Where N=Number of days falling between period 1st July and 31st October.
Note: While applying this formula no extension of time limit shall be permitted on account of delay due to
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 DlSCOM
within 5 days from the da e of issue of LOl. It is necessary for the bidders to apply within first 5 days from the
date of LOl for temporary power connection considering 5 days required by Distribution company to provide
the power connection as per their SOP, making thereby availability of power supply on 10‘" day of LOl.
Any delay in making the application for temporary power connection beyond initial 5 da 8 shall be on account
(A4) SECURITY DEPOSIT:
As per prevailing rules of the Corporation, 5% of the contract value shall be paid as ‘Security Deposit’ at C.
O. JUNAGADH within 10 days from receipt of letter of intent either
a) In form of Bank Guarantee (If Bank Guarantee is less than Rs 50000.00 than SD should be accepted by DD
only) in favour of "Gujarat Energy Transmission Corporation Ltd.” of any Nationalized Bank OR
b) By demand draft in the name of ‘GUJARAT ENERGY TRANSMISSION CORPORATION LTD/A/c. name of
The security deposit will be refunded only after the completion of 1 year guarantee period of work completed
or finalization of final bill whichever is later. IF SD AMOUNT IS LESS THAN RS 1,00,000/- (RUPEES ONE
LAC) ONLY DD WILL BE ACCEPTABLE.
If Security Deposit is not paid within 10 days of issue of LOI, EMD paid will be forfeited and Corporation will
not deal with party for the period of two years.
Bank Guarantee conditions
Stamp & Signature of contractor
1. GETCO will accept the BG issued by nationalized banks and renowned private sections banks i.e. ICICI
bank, HDFC Bank and Kotak Mahindra Bank which shall also be in accordance with the circular issued by
the finance department, Govt. of Gujarat from time to time.
2. The bank guarantee should have clear one-time validity till the completion of facilities in all respect. Bank
guarantee for interim period will not be allowed. If for any reason, the contract period is extended, the
contractor should undertake to renew the bank guarantee at least one month before the expiry of the validity,
failing of which corporation is at liberty to redeem the same, without entering in to further correspondence in
3. There should be a “claim period’’ of at least one month after expiry of the Bank Guarantee.
4. For lodgement of claim for invocation of bank guarantee, the clause should specifically state that the said
BG can be presented at the local branch of the issuing bank.
5. For Invocation of BGs, a written application from the GETCO should be sufficient for lodgement of concern
office’s claim.
(A5) Other Instructions:
1. Arithmetical error will be rectified on the following basis:
a. If there is a discrepancy between the unit price and the total price that is obtained by multiplying the unit
price and quantity, the unit price shall prevail and the total price shall be corrected. If there is a
discrepancy between the total bid amount and the sum of total costs, the latter shall prevail and the total
bid amount will be corrected accordingly. If there is a discrepancy between work and figures, the amount
advantageous to the withheld Owner will prevail. If the bidder does not accept the correction of the
errors as above, his bid will be rejected and the amount of EMD will be forfeited. The bidder should
b. In the case of any inconsistency in the prices furnished in the specified prices schedules to be identified
in Bid Form, the Owner shall be entitled to consider the highest price for the purpose of evaluation and
for the purpose of award of Contract use the lowest of the prices in these schedules.
c. Prior to the detailed evaluation, the Owner will determine the substantial responsiveness of each bid to
the Bidding Document. For purpose of these Clauses, a substantially responsive bid is one which
conforms to all the terms and conditions of the Bidding Document without material deviations. A material
deviation is one which affects in any way the prices, quality, quantity or delivery period of the equipment,
completion of works or which limits in any way the responsibilities or liabilities of the Bidder of any right
of the Owner as required in these specifications and documents. The Owner’s determination of a bid’s
responsiveness shall be based on the contents of the bid itself without resource to extrinsic evidence.
d. A bid determined as not substantially responsive will be rejected by the Owner and may not
subsequently be made responsive by the Bidder by correction of non-conformity.
2. If the work is required to be carried out during fix outage then the contractor has to deploy adequate man
power, material, tools etc. well in advance and has to complete the entire work during this specific outage
period only, failing to which GETCO shall be at liberally to deduct the amount of revenue loss due to prolong
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, Gujarat Energy Transmission Corporation, Circle Office, JUNAGADH. Proof of
payments of taxes made by the Contractor to the appropriate departments shall be produced to
Gujarat Energy Transmission Corporation failing which appropriate amount shall be withheld on
getting information / instruction from the concerned departments.
6. All other general terms and conditions as prevailing in the GETCO shall be applicable to the contract.
7. The successful contractor will have to sign an agreement as per the Gujarat Energy Transmission
Corporation rules on stamped paper & the necessary stamp duty charges shall be borne by the contractor.
8. The bidder shall visit the site and carefully study the work to be carried. The Corporation will not pay any
extra or rate for any reason in case the contractor claims, after acceptance of contract, to have misjudged
the site condition.
9. The percentage quoted shall include cost towards of all materials, & machinery including equipment, fixtures,
labour, constructional equipment, fuel, scaffolding, staging, ramps, walkways, approach and haul road,
temporary works, etc. bearing permanent or temporary nature necessary for the completion of the work in all
respects, except for those items specifically mentioned to be furnished by the Corporation. The contractor
Stamp & Signature of contractor
must also arrange for the transport of materials & include all such costs in the rates quoted by him for finished
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
11. The contract or any part thereof shall not be subject to change without the written permission of the
Superintending Engineer Gujarat Energy Transmission Corporation, Circle Office, JUNAGADH 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 Superintending Engineer Gujarat Energy
Transmission Corporation, Circle, Office, JUNAGADH but it must be clearly understood that the TENDERs
must be received complete in every respects by the due date & time.
14. The notice inviting TENDER, general instructions to the contractors & all documents of this TENDER shall
form part of the contract.
15. The works under this contract shall be completed in all respects within stipulated period from the date of
commencement order issued by field office. However, interim mile stones to be jointly fixed after issue of
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 labour and material / fuel shall be paid in this execution of
17. Contractor shall pay minimum wages to his laborers as per the Minimum Wages Act, 1948 & rules there
under as applicable from time to time in pursuant to the State Government notification. The concerned
contractor shall submit the details of the payment with due certificate of LWO/IRO of the Corporation
18. Once the offer submitted will not be returned back for any reason thereof in any Case.
19. Each TENDER shall contain the name, residence & place of business of person or persons making the
TENDER & shall be signed by the TENDERer with 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.
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 entertained 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
27. The Contractor shall take all requisite & necessary care to observe that no damage is occurred to the
Existing structures, if any. For any damage to the Existing Structures of Gujarat Energy Transmission
Corporation the Contractor shall be held responsible.
28. The submission of any bid connected with these document and specification shall constitute an agreement
that bidder shall have no cause of action or claim against the GETCO for rejection of 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.
Stamp & Signature of contractor
(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 be done.
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, JUNAGADH
/Engg.Cell, Corporate Office, VADODARA. 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 Water Supply Connection:
1. “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 contractor.”
2.“In those cases where in bore well has been constructed at the cost of GETCO as per contract, even
than no water charges shall be charged, however electricity connection & electricity charges till the
completion of work shall be to contractor accounts.”
3. “In no case, GETCO is bound to supply water if the ground water sources are not available at site within
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 circumstances.
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
1. Without payment of EMD / Tender Fee. Or Payment of EMD / Tender fee in any form other then
NEFT/RTGS/Online & in Cash (up to Rs 10,000 only)
2. Not in prescribed form.
3. Not bearing signature of the bidder & seal of the company on all the documents accompanying
4. Not confirming to specifications or conditional tender.
5. Received after expiry of the due date & time.
6. Received by telex or telegram or fax.
7. 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.
Stamp & Signature of contractor
Tender not fulfilling all the above conditions and those specified in the documents attached or incomplete in any
respect are liable to rejection
Stamp & Signature of contractor
Qualification Requirement
Stamp & Signature of contractor
Qualification Requirement
1 Registration: Bidder quoting for the bid shall have valid registration in appropriate class with
GETCO/Central/State Government / Railway/Semi. Govt. organizations.
2 Experience: Bidder should have experience of executing the work of RCC frame structure
building/Similar type of work 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 up to last date of Bid submission.
Experience certificate having date after last date of Bid submission will not be accepted. 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. Technical bid (All pages of TENDER i.e. technical specification & condition etc. of TENDER
with stamp & signature. Also, all the annexure must duly have filled by bidder/’s).
1. Payment of TENDER fee and EMD.
2. GST registration certificate.
3. 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.
4. PF registrations with form No.5A.
5. 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
6. The Bidder should have to submit copy of PAN card.
7. Labour License Copy. (Undertaking shall be submitted if not applicable)
8. Copy of Income tax return of last Three Financial Year.
The bidder should provide either turn over certificate which should be certify by C.A. of last 3 year
OR submit last 3-year C.A. certified copy of the Balance sheet with profit & loss account statement.
9. Declaration regarding Relationship with employee, as per SPECIAL COMMERCIAL
CONDICATION Clause no.
Signature of Contractor Superintending Engineer
GETCO, JUNAGADH.
Stamp & Signature of contractor
GENERAL CONDITIONS OF CONTRACT
Stamp & Signature of contractor
(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 assignees.
(e) “Corporation” means the Gujarat Energy Transmission Corporation Ltd. and the “Accepting Officer” means
the officer who is authorized to sign and signs the contract on behalf of the “Corporation.”
(f) The letter “SE” means Superintending 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 ancillary 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 10 days of the issue of Letter of Intent, pay 5.00% of contract value. The Bank
Guarantee from Nationalized in lieu of cash or government securities towards Security Deposit will be accepted.
Security Deposit can also be paid as D.D.as prescribed. IF SD AMOUNT IS LESS THAN RS 1,00,000/- (RUPEES
ONE LAC) ONLY DD WILL BE ACCEPTABLE. 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 encase 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 encase 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.
Stamp & Signature of contractor
“For Water Proofing Treatment: -
The contractor shall submit performance guarantee of the water proofing item at the rate of 20% of cost of item of
work order in the form of Bank guarantee/ D.D. of Schedule Bank / Nationalized 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 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 Bank guarantee/ D.D. shall be encased by GETCO. The Bank guarantee/
D.D. shall be released only after satisfactory completion of performance period of 5 years.” IF AMOUNTOF THE
WATERPROOFING ITEM IS LESS THAN RS 1,00,000/- (RUPEES ONE LAC) ONLY DD WILL BE
ACCEPTABLE.NO BG WILL BE ACCEPTED IF THE DEPOSIT AMOUNT IS LESS THAN Rs. 1,00,000/-
“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 Bank guarantee/ D.D. of Schedule Bank / Nationalized 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 Bank guarantee/ D.D. shall be encased by GETCO. The Bank guarantee/ D.D. shall be
released only after satisfactory completion of performance period of 5 years. ”IF AMOUNTOF THE ANTI-TERMITE
TREATMENT ITEM IS LESS THAN RS 1,00,000/- (RUPEES ONE LAC) ONLY DD WILL BE ACCEPTABLE.NO
BG WILL BE ACCEPTED IF THE DEPOSIT AMOUNT IS LESS THAN Rs. 1,00,000/-
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 on the 10th day of issuance of LOl. 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 be considered.
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 instalments) or
in the case of abandonment for the work owing to serious illness or death of the contractor or any other cause, the
Superintending Engineer on behalf of the Corporation, shall have powers to adopt, (a) below and any of the following
courses under (b) and (c) as he may deem best suited to the interest of the Corporation.
(a) To rescind the contract (for which rescission notice of 10 days) in writing to the contractor under the hand of
the Superintending 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 labour paid by the Corporation, to supply materials to carry out of the works or any part of the
works debiting the contractor with the cost of the labour and the price of the materials (as to the correctness of
which cost and price the certificate of the Superintending 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 Superintending Engineer as to the value of the work done shall be final and conclusive against the
(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 thereof.
In the event of the above courses being adopted by the Superintending 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
Stamp & Signature of contractor
under this contract unless and until the Superintending 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
5. Notice for unsatisfactory progress
If the progress or a particular portion of the work is unsatisfactory the Superintending 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 Superintending Engineer by Clauses 4 and 5 hereof, shall
have exercised and the same shall not have been exercised, the non-exercised thereof shall not constitute a waiver
of any of the conditions hereof and such powers shall not withstanding be exercisable in any further case of default
by the contractor for which, by any 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 Superintending Engineer whose certificate thereof shall be final. In the
alternative, the Superintending 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 Superintending 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 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 its execution or on any other ground, he shall apply in writing to the Superintending Engineer
and the Superintending 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 Superintending
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
Stamp & Signature of contractor
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 Superintending 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 unskilful 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.
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 reason. The said work shall be executed under
administrative control of Superintending Engineer, GETCO, Junagadh Circle and R.A. Bill/Final Bill should be
submitted to E.E.(Civil) Junagadh, for which payment will be processed through CSR cell of corporate office.
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, 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 Superintending 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
Stamp & Signature of contractor
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 Circle or at the rate mutually
agreed upon between the Superintending 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 Circle 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 Superintending Engineer for the rate which in his intension to charge for such class of work and if the
Superintending 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 Superintending
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 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 Corporation.
The contractor shall not be entitled to claim any compensation from Corporation for the loss suffered by him on
account of delay by Corporation in the supply of materials entered in Schedule-A where such delay is caused by:
Difficulties relating to supply of railway wagons
I. Force Majure
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 Superintending Engineer to be reasonable in accordance with circumstances of the case. The decision in the
Superintending 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 Superintending Engineer within one month of the cause
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 Superintending Engineer
or his subordinate in charge of the work that any work has been executed with unsound, imperfect or unskilful
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
Stamp & Signature of contractor
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 unskilful workmanship or with materials of inferior quality, he shall take sample
tests at random, cost of which shall have to be borne by the contractor and if after taking such test, part of such work
is found to be defective in any respect or to have been executed with materials of inferior quality, then the contractor
shall be paid for the whole work such amount as may be fixed by the office of the Engineer-in-charge on the basis of
the lowest quality of work found by him in such samples tests.
Sample Test shall mean:
(i) In relation to poles fixed as line supports, the token of one pole out of every 100 poles after taking it out from its
foundation for inspection.
(ii) In relation to any other work, such test as may be considered necessary, by the Engineer-in - charge or his
subordinate in charge of the work.
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 Superintending 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 Superintending
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 Superintending 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 Superintending 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 defences 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.
Stamp & Signature of contractor
23. Contractor Liable for all Damages
Compensation for all damage done intentionally or unintentionally by contractor’s labourer, whether in or beyond the
limit of Corporation’s property, shall be estimated by the Superintending Engineer, or such other office, as he may
appoint and the estimate of the Superintending 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
assigns or sublet his contract, or attempt to do so or become insolvent or commence any proceedings to be
adjudicated as insolvent or make any composition with creditors, attempt to do so, the Engineer-in-charge may, by
notice in writing rescind the contract. Also, if any bribe, gratuity, gift, loan, perquisite, reward or advantage pecuniary
or otherwise shall either directly or indirectly be given, promised or offered by the contractor or any of his servants,
or agents, or any person to the employee of Corporation in any way relating to his office or employment or if any such
officers or persons shall become in any way directly or indirectly interested in the contract, the Superintending
Engineer may, by 10 day 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 Superintending 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.
29. Arbitration
‘ALL QUESTIONS, DISPUTES OR DIFFERENCES, WHATSOEVER WHICH MAY AT AN TIME ARISE BETWEEN
THE PARTIES TO THIS CONTRACT IN CONNECTION WITH THE CONTRACT OR ANY MATTER ARISING OUT
OF OR IN RELATION THERE TO, SHALL BE REFERRED TO THE “GUJARAT PUBLIC WORKS CONTRACTS
DISPUTES ARBITRATION TRIBUNAL” AS PER THE PROVISIONS OF THE GUJARAT PUBLIC WORKS
CONTRACTS DISPUTES ARBITRATION TRIBUNAL ACT,
(1) Amicable settlements
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 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 herewith in sub
clause (1) of Clause 29. arising under or in connection with the present works contacts, whether pertaining to
Stamp & Signature of contractor
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,1992.
The reference to arbitration proceedings under this clause shall not:
a) Affect the right of the Engineer-in-charge to take possession of all or any tools, plants, materials and stores,
in or upon the work or site thereof or belonging to the contractor or procured by him and intended to be used
for the execution of the work or any part thereof.
b) Preclude the Engineer-in-charge from utilizing the materials purchased by the Contractor in any work or from
removing such materials to other place, during the period the work is stopped or suspended in pursuance of
notice given to the contractor under General Conditions.
c) Entitle the contractor to stop the progress of the work or carrying out the additional or altered work in
accordance with the provision of General Conditions for the work where there is no specification.
d) Preclude the Corporation from getting the work done by another agency.
Neither party is entitled to bring a claim to arbitration latest by the thirty days after the expiration of the defects
liability period.
The provisions of the Arbitration & conciliation Act, 1996, Gujarat Public Works Contract Disputes Arbitration
Tribunal Act, 1992 and rules made there under shall apply to the arbitration proceeding under this clause.
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 Superintending 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%.
31.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
Superintending 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 Superintending Engineer. After the work is completed, final bill
would be paid on the certification of officer not below the rank of Superintending Engineer, that the work is done
according to drawing and specifications attached to the TENDER. If any additions and alteration have been carried
out, detailed measurements in respect thereof shall be recorded and extra payment or deductions are regulated as
per item rates quoted by the contractor while submitting the TENDER and if there are any items in the additions and
alterations for which the contractor has not quoted a rate, the payment shall be as per Clause 15 above.
33. Action where no specifications.
In the case of any class of work for which there is no such specifications as is mentioned in clause 1. such work shall
be carried out in accordance with the divisional specifications and in their 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.
Stamp & Signature of contractor
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.
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
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 worker’s 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 labourer shall be provided by the
contractor to his workers. He shall maintain Leave records/ Leave Cards for individual labourer which shall be duly
verified and approved/ certified by the authorized officer of the Corporation.
Stamp & Signature of contractor
6. Workmen’s Compensation Fund and Employers Liability Insurance: -
The contractor shall cover all his employees under Workmen’s Compensation Fund and under the Liability Insurance.
The contractor shall employ adequate number of experienced staff at site for daily supervision and for maintenance
of various registers and records required under the law and contract. No payment for supervision shall be admissible.
7. Contractor to Indemnify to the Corporation
The contractor shall indemnify and keep indemnified the Corporation and every officer and employees of the
Corporation and also Engineer-In-Charge and his staff against all actions, proceedings, claims, demands, costs and
expenses whatsoever arising out of or in connection with the matters referred in above clauses and elsewhere and
against all actions, proceedings, 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 contractor’s for all the contractor’s employees engaged in the performance of
this contract. If any of the work is sublet to the sub-contractor, the contractor shall require that he or his sub-contractor
to provide workmen’s compensation and employer’s liability insurance for the latter’s employees unless such
employees recovered under the contractor’s insurance.
9. The Corporation reserves the right to terminate this rate contract at any time during it tendency without giving
notice of termination or any reasons thereof.
10. The Corporation will be entitled to deduct directly 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 above clauses.
11. Nothing in the contract document stated shall any wise constitute any workmen/ employees of the contractor or
any sub-contractor as or to be workmen/employee of the power, or place obligation or liability in respect of any
such workmen/ employee upon the Corporation.
NOTE: -The Prevailing Act at the time of execution of work over and above act specified herein shall be binding to
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 starting 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
The contractor shall not enter upon or commence any portion of work except with the written authority or
instructions of the Superintending 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.
Stamp & Signature of contractor
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 Superintending Engineer or by any person to whom Superintending
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.
43 Safety Clauses:
1. The Contractor shall follow and comply with all GETCO Safety Rules, relevant provisions of applicable laws
pertaining to the safety of workmen, employees, plant and equipment as may be prescribed from time to time
without any demur, protest or contest or reservations. In case of any discrepancy between statutory
requirement and GETCO Safety Rules referred above, the latter shall be binding on the Contractor unless
the statutory provisions are more stringent.
1. In case if any safety related fatal Elect. / Mech. accident occurred to any employee of agency or outsider
due to negligence or non-compliance of GETCO safety norms then in addition to the compensation and
liability as per statutory requirement, contractor / agency shall be penalized as under:
Sr. No Amount of Contract in Rs. Penalty amount per person
1 Up to 1 Lac Rs.5000/- plus GST as applicable
2 Above1 Lac to 10 Lacs Rs.25000/- plus GST as applicable
3 10 to 100 Lacs Rs.100,000/- plus GST as applicable
4 > 100 Lacs 1.0 % plus GST as applicable
2. Reporting: -
1. The contractor shall inform concerned Ex. Engineer Const/AM in writing within 24 hours of fatal/Non-
fatal accident occurred to human being.
2. The GETCO investigating officer findings in to accident shall be final and binding to the contractor
3. Safety Requirement:
i) Kick off Meeting exclusively for safety shall be done in each contract in presence of contractor’s site in
charge and supervisor. Safety document shall be handed over and vital safety norms and key points of
safety related to project shall be explained and recorded for commitment by erection contractor. Such
records are mandatory for clearing first erection bill.
ii) During site visit by GETCO official of Executive Engineer and above rank, the following checks during
execution of work shall be covered.
I. Safety equipment available and utilize.
(b) Safety belt.
(c) Safety shoes.
(d) Live line Voltage detector
II. Safety procedure adopted.
(a) Permit to work
(b) Earthing at the place of work.
(c) Adequate supervision.
III. T & P physical Check. (Healthiness and Quality)
(b) Wire rope and sling.
(c) Earthing rod
IV. If above-mentioned safety requirements found violated in any of the above three conditions shall
attract penalty of Rs.1000/- plus GST as applicable per occasion. (Max.Rs.3000/--for violation
of three conditions)
Stamp & Signature of contractor
V. During subsequent visit, if violation is found, then double penalty plus GST as applicable shall
be deducted from the bill of the Contractor/Agency.
CONTRACTOR SIGNATURE WITH STAMP
WORK & SAFETY REGULATIONS
1. The contractor shall ensure proper safety of all the workmen, materials, equipment & plant & belonging to
him or to GETCO or to others, working at the site. The contractor shall also be responsible for provision of
all safety notices and safety equipment required both by the relevant legislations and Engineer, as he may
deem necessary.
2. Contractor has to provide ISI marked ELCB / MCB having sufficient capacity of standard make at point of
3. All equipment used in construction and erection by contractor shall meet Indian/International Standards and
where such standards do not exist, the contractor shall ensure these to be absolutely safe. All equipment
shall be strictly operated and maintained by the contractor in accordance with manufacturer’s operation
manual and safety instructions and as per guidelines/ rules of GETCO in this regard.
4. Periodical examinations and all tests for all lifting/ hoisting equipment & tackles shall be carried – out in
accordance with the relevant provisions of Factories Act 1948, Indian Electricity Act 1910 and associated
Laws/Rules in force from time to time. A register of such examinations and tests shall be properly maintained
by the contractor and will be promptly produces as and when desired by Engineer or by the person
5. The contractor shall provide suitable safety equipment of prescribed standard to all employees and workmen
according to the need.
6. The contractor shall provide safe working conditions to all workmen and employees at the site including safe
means of access, railings, stairs, ladders, scaffoldings etc. the scaffoldings shall be erected under the control
and supervision of an experienced and competent person. The contractor only shall use good and standard
quality of material.
7. The contractor shall not interfere or disturb electric fuses, wiring and other electrical equipment belonging to
the owner / other contractors under any circumstances, whatsoever, unless expressly permitted in writing to
handle such fuses, wiring or electrical equipment.
8. Before the contractor connects any electrical appliances to any plug or socket belonging to the other
contractor or owner, he shall:
a. Satisfy the Engineer that the appliance is in good working condition;
b. Inform the Engineer of the max. current rating & voltage of the appliances;
c. Obtain permission of the Engineer detailing the sockets to which the appliances may be connected.
9. The Engineer will not grant permission to connect until he is satisfied that;
a. The appliance is in good condition and is fitted with suitable plug
b. The appliance is fitted with a suitable cable having two earth conductors, ones of which shall be an
earthed metal sheath surrounding the cores.
10. No electric cable in use by the contractor/ Owner will be disturbed without prior permission. No weight of any
description will be imposed on any cable and no ladder or similar equipment will rest against or attached to
11. No repair work shall be carried out on any live equipment. The equipment must be declared safe by the
Engineer and a permit to work shall be issued by the Engineer before any repair work is carried out by the
contractor. While working on electric lines/ equipment, whether live or dead, suitable type and sufficiently
quantity of tools will have to he provided by the contractor to electricians/ workmen/ officers.
12. In case any accident occurs during the construction/ erection or other associated activities undertaken by
the contractor thereby causing any minor or major fatal injury to his employees due to any reason,
whatsoever, it shall be the responsibility of the contractor provide medical facility / treatment & to promptly
inform the same to the Engineer in prescribed form and to also to all the authorities envisaged under the
applicable laws.
13. The Engineer shall have the right at his sole discretion to stop the work, if in his opinion the work is being
carried out in such a way that it may cause accidents and endanger the safety of the persons and/or property
and/or equipment. In such cases, the contractor shall be informed in writing about the nature of hazards and
possible injury/ accident and he shall comply to remove shortcomings promptly. The contractor after stopping
the specific work can, if felt necessary, appeal against the order of stoppage of work to the Engineer within
3 days of such stoppage of work and decision of the Engineer in this respect shall be conclusive and binding
on the contractor.
Stamp & Signature of contractor
14. The contractor shall not be entitled for any damages/ compensation for stoppage of work due to safety
reasons and the period of such stoppage of work will not be taken as an extension of time for completion of
work and will not be the ground for waiver of levy of liquidated damages.
15. it is mandatory for the contractor to observe during the execution of the works, requirements of safety rules
which would generally include but not limited to following;
a. Each employee shall be provided with initial indoctrination regarding safety by the contractor, so as
to enable him to conduct his work in a safe manner.
b. No employee shall be given a new assignment of work unfamiliar to him without proper introduction
as to the hazards incident thereto, both himself & his fellow employees.
c. Employee must not leave naked fires unattended; smoking shall not be permitted around fire prone
areas and adequate firefighting equipment shall be provided at crucial location.
d. There shall be a suitable arrangement at every work site for rendering prompt and sufficient first aid
to the injured.
e. Requirements of ventilation in underwater working to licensed and experienced divers, use of
gumboots for working in slushy or in inundated conditions are essential requirements to be fulfilled.
16. The contractor shall follow and comply with all GETCO safety Rules, relevant provisions of applicable laws
pertaining to the safety of workmen, employees, plant and equipment as may be prescribed from time to time
without any demur, protest or contest or reservations. In case of any discrepancy between statutory
requirement and GETCO safety rules referred above the latter shall be binding on the contractor unless the
statutory provisions are more stringent.
a. Fatal injury or accident Rs. 1,00,000/- per These are
Causing death person for death/ applicable
b. Major injuries or accident causing Rs. 20,000/- injury to any
25% or more permanent disablement per person person,
To workmen or employees
Permanent disablement shall have same meaning as indicated in workmen’s compensation Act. The
compensation mentioned above shall be in addition to the compensation payable to the workmen/ employees
under the relevant provisions of the laws as applicable from time to time. In case the owner is made to pay
such compensation then the contractor is liable to reimburse the owner such amount in addition to the
compensation indicated above.
CONTRACTOR SIGNATURE WITH STAMP
(i) Contractor has to submit the GST Registration certificate
(ii) Contractor should be registered under GST laws which they shall pay the GST for this contract.
(iii) Contractor has to submit invoice/Challan as documentary proof with each RA bill & Final Bill and in
which it shall be specifically mention the nature of service SAC code under which the amount of GST
payable by contractor and payable by GETCO (if any)) without fail.
(iv) GETCO will withheld the GST amount of contractor and it shall be reimbursed on production of documents
evidences of payment made by contractor
(v) The Contractor has to submit invoice to GETCO indicating following: -
Name, address and GST registration no. of the service provider Name and address of person receiving the service
i.e. GETCO Description and value of taxable service provided. The total GST payable thereon with bifurcation of
GST payable by service provider and service receiver. Contractor has to also supply tax invoice as described under
GST rules and Regulation indicating GST Number.
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 services from time to time which will be paid extra on a given taxable goods and/or
The amount and % of GST should clearly be indicated separately. GST means all applicable tax under GST laws.
(GST laws means IGST Act, GST (Compensation to the state for loss of revenue) Act, CGST act, UTGST Act and
SGST act,2017 and all related ancillary legislations)
Stamp & Signature of contractor
INPUT TAX CREDIT BENEFIT:
In the event of any statutory increase in the rate of Input Tax Credit and / or due to inclusion of any other additional
item of their inputs / input services under the ambit of the Input Tax Credit provisions under the GST Act, subsequent
to the date of submission of the offer, the same should be passed on to GETCO and you should inform such changes
to GETCO from time to time.
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 GETCO’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 GETCO.
Statutory Variation clause will not be applicable in case of Supplier / Contractor has opted for Composition Scheme
GST Registration on GETCO`s web portal:
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 submitted along with the bid by the bidder.
On forfeiture of EMD, SD or guarantee under the terms and condition 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
PENALTY FOR DELAY/RECOVERY (if applicable)
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 plus GST as applicable will be imposed. If any recovery is applicable as per GETCO`s rules and
regulations, it will be deducting along with GST will be imposed (if applicable)
GST TDS @ 2% will be deducted on basic amount if applicable.
45. Welfare cess
1. As per the Welfare Cess Act, the welfare cess @ 1% is applicable on supply and erection items for
supply, erection, testing & commissioning of substation, transmission lines, EPC/Turnkey projects, and
2. Contractor shall get registered under Welfare Cess Act before commencement of work in required head
as per nature of work. Office of the Factory Inspector is authorized at present as a registering authority.
3. GETCO shall pay the welfare cess by way of reimbursing to contractors on production of documentary
evidence of payment. Registration charges will not be reimbursed.
4. 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.
5. 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. Copy of Registration certificate shall be submitted before
submission of 1st RA bill
6. 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.
7. 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.
8. The welfare cess shall be reimbursed to the contractor on submission of copy of documentary evidence
of payment by observing due formalities.
46. GST & welfare tax shall be reimbursed on production of proof of such payments made by the contractor to the
appropriate department as per GETCO & Govt’s rules.
47. The contractor will have to give indemnity bond on Non-Judicial Stamp paper of value Rs. 300/-to GETCO for
material as per attached format. The cost of stamp paper will be borne by the contractor.
48. Also the successful bidder will have to execute Agreement on stamp paper of value Rs.300/- at our Circle office
Junagadh before commencement of works as per GETCO’s prescribed Performa. The cost of stamp paper
will be borne by the contractor.
Stamp & Signature of contractor
49. The contractor will have to give safety cum indemnity on Non-Judicial Stamp paper of value Rs. 300/- to GETCO
against any possible claim of compensation for damage to contractor’s staff or any of third party during the
execution of work. The cost of stamp paper will be borne by the contractor.
50. PAYMENT TERMS UNDER MSME ACT:
You have to update your MSME detail on GETCO’s website by following link https://getco.co.in/msme/ ( and
intimate to concern bill submitting office with copy to this office). The payment will be made within 45 days from
the *date of acceptance or the **date of deemed acceptance of goods or Services i.e. After submission of all
required documents as per AT Terms & time to time circular issued by GETCO’s Corporate Office as well as
statutory requirement to process the Bill.
Date of acceptance means –
The day of actual delivery of goods or the rendering of services; or Where any objection is made in writing by
the buyer regarding acceptance of goods or services, the day on which such objection is removed by the
** “Date of deemed acceptance”
means, where no objection is made in writing by the buyer regarding acceptance of goods or services within
fifteen days of the delivery of the goods or the rendering of services, the day of the actual delivery of goods or
the rendering of services;
51. Guarantee: - It is the responsibility of the contractor to handover the complete work free of all defects. If within a
period of one year from the date of handing over the work it is noticed that any defects occur due to bad workmanship,
it is the duty of the contractor to rectify / replace the same at his own cost. If within seven days from the date of
receipt of such notice, the contractor does not take up the work, same will be carried out at his risk and cost.
Date: Superintending Engineer
(Signature of Contractor) GETCO, JUNAGADH.
Stamp & Signature of contractor
Successful TENDERer has to enter the safety cum indemnity bond.
SAFETY CUM INDEMNITY BOND
(On Non-Judicial Stamp paper of value not less than Rs. 300.00)
KNOW ALL MEN BY THESE PRESENTS that we, _______ by this SAFETY CUM INDEMNITY BOND
Executed on this _____________ Day of _________ 2023. I/We Having Registered Office
______________________ (herein after called "THE CONTRACTOR" which expression shall mean and
includes my /our heirs, executors, administrators and legal representatives, successors and permitted assigns) do
hereby binds myself/ourselves and also our company/firms after having the power to bind by this promise and
undertaking in favour of the Gujarat Energy Transmission Corporation Limited (GETCO), Vadodara a
State Transmission Utility under The Electricity Act, 2003 having its registered office at Sardar Patel Vidyut
Bhavan, Race course, Vadodara.( hereinafter called as GETCO, which expression shall mean and include its
legal representative, administrators assigns) has agreed under the terms and conditions of the contract
no.______ dated _______ made between __________ and ___________ for the contract of the
____________ value of Rs. __________ interalia on production of Safety Cum Indemnity Bond.
We do hereby undertake and agree to Indemnify and keep Indemnified GETCO from time to time to the
extent of Rs.______ Rupees________only against any losses or damages, costs, charges and expenses
caused to or suffered by reason of the CONTRACTOR while Project, R&M, O&M work including
work carried out by outsourcing agency, failing to take proper care or not complying the guidelines given
hereunder as per Annexure-A and instructions which may be given from time to time during the continuance
of the contract and we further undertake to unconditionally
pay the amount claimed by the GETCO on demand and without demur to the extent aforesaid.
Whereas the CONTRACTOR has/have been awarded to execute the job/works under order no._____,
dated ______ for _________ issued by the GETCO after having observing necessary formalities, the
details of which is described in the order no.______ dated ______ and whereas the said job/works will
be /likely to be done in places covered under Employees' State Insurance Act,1948 (ESI) and /or the
Workmen Compensation Act,1923 and /or other laws relating to the Labour Management and Welfare
Act. (Respective Amendments)
And whereas according to the condition of the Contract the CONTRACTOR is under obligation to execute this
Safety cum Indemnity Bond before the commencement of actual execution of work Now the indenture witnesses that
I/We the CONTRACTOR do hereby undertake to follow the guidelines as per Annexure-A prepared by the GETCO.
Further we the CONTRACTOR agree that the GETCO shall be sole judge of and as to whether there has been any
breach of the guidelines as per Annexure-A of this bond and as to the extent of the loss, damages, costs, charges
and expenses caused to or suffered by the GETCO.
We the CONTRACTOR further agree that our liability under this bond shall not be discharged because of the
change in the constitution of the GETCO or for the extension of the time limit or for any other reason.
We the CONTRACTOR further agrees to the given terms and conditions:
a. That the CONTRACTOR undertakes /undertake to indemnify and keep harmless the GETCO from all claims,
actions, proceedings and risk, damage danger to any person whether belonging or not belonging to the
b. That the CONTRACTOR shall keep harmless the GETCO from all claims, compensation, damages
any proceedings in respect of any of its employee / workmen under the Workmen Compensation Act or
any other laws for the time being in force.
c. That, if during the course of execution of work as stated in the contract order mentioned hereinabove issued by
the OBLIGEE, it is found that the CONTRACTOR has not complied with guidelines as per Annexure-A or terms and
conditions / formalities within the meaning of employees’ State Insurance Act,1948 (ESI) or Workmen Compensation
Act 1923 or any other laws relating to the Labour Welfare for the time being in force, and also has not
observed the safety norms in accordance with the law prevailing at the place of work/job to the satisfaction of
the GETCO, the GETCO shall have the right to stop the execution of work/job and the period of such stoppage shall
not be taken into account for the calculation of the total period of completion of work for which the CONTRACTOR is
Stamp & Signature of contractor
responsible to complete the work/job and it will be deemed that discontinuance was due to default of the
d. That, if any time, due to exigency, GETCO as the Principle Employer, becomes liable to pay any such
compensation mentioned hereinabove, whether on failure of the CONTRACTOR or for any other reason, the GETCO
shall have the right to recover the said amount from any amount receivable by GETCO or any bank guarantee
deposite dor anything payable whether in connection with this contract or other contract by the CONTRACTOR to
e. That the CONTRACTOR is/are aware and accept that for the persistent or repeated violation of any guidelines
as per Annexure-A and terms and conditions mentioned in this Safety cum Indemnity Bond, GETCO shall have right
to terminate the contract of work issued to the CONTRACTOR.
f. In case if any safety related fatal Electrical / Mechanical accident occurred to any employee of agency or outsider
due to negligence or non-compliance of GETCO safety norms therein addition to the compensation and liability as
per statutory requirement, contractor / agency is hereby agreed to pay the penalty amount as given below:
Sr. No Amount of Contract in Rs. Penalty amount
1 Up to _1 Lac Rs. 5000/- plus GST as applicable
2 Above 1 Lac to _ 10 Lacs Rs, 40000/- plus GST as applicable
3 10 to --_ 100 Lacs Rs. 100000/- plus GST as applicable
4 > 100 Lacs 1.0% Contract Value plus GST as applicable
g. I/We the CONTRACTOR hereby confirm that in case of any dispute / difference for settlement of claims under
this Safety Cum Indemnity bond the courts in Gujarat State wherever job/work is performed or as per GETCO
norms shall have the jurisdiction to decide the rights &liabilities of the parties while adjudicating the matter of
claims under this Safety Cum Indemnity Bond.
h. This Safety cum Indemnity Bond shall continue and hold good until it is released by the GETCO in Writing on
the CONTRACTOR's application after the Contractor has discharged all his obligations under the order
mentioned hereinabove and submitted a “NO DEMAND CERTIFICATE” from the GETCO under the said order.
The Safety cum Indemnity Bond shall be valid for a CONTRACT PERIOD and renewable thereof (Claim
i. This Safety cum Indemnity Bond and the guidelines as per Annexure-A herein contained are in addition to and
not by way of limitation or substitution for any other guarantee, indemnities Hereto before given to
the GETCO by the CONTRACTOR and this indemnity does not Revoke or limit such indemnities or
guarantees. IN WITNESS WHEREOF the Parties hereto have executed this indenture the day the
year First hereinabove written.
j. GST as applicable on Penalty amount shall be borne by the contractor and the contractor agrees to pay/
reimburse the same. (TO BE INCORPORATEDIN SAFETY CUMINDEMNITY BOND)
(Signature with seal of The CONTRACTOR)
In the presence of:
Stamp & Signature of contractor
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 Superintending
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 Superintending 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.
4.0 Before Start of Work:
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:
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.:
Stamp & Signature of contractor
The work shall be executed in thoroughly substantial manner with workmanship of best quality & strictly in
accordance with the specifications & with the drawings, or with such other drawings or written instructions
as may from time to time be furnished to the contractor, in accordance with terms of this contract & shall be
completed in every respect with workmanship implied & necessary according to the fair interpretation &
meaning of the same & should there be any discrepancy between the drawings & specifications or any
difference or dispute as to the dimensions to be worked out or the mode of doing periodical quantity of the
work to be executed or with respect to any subject arising out of this contract, the decision of the Corporation’s
authorized Engineers shall be final & binding on all parties.
8.0 Samples of descriptive Data:
Samples of descriptive data requiring approval shall be submitted by the Contractor to the Corporation’s
Engineers in good time before the use of such material to permit its inspection & testing & there-by the
approval. The samples shall be properly marked to show the name of material, manufacture place or origin
& the place where it is intended to be used etc. Failure of any samples to pass specified tests requirements.
It shall be sufficient cause for the refusal to consider any further samples from that source.
9.0 Baselines & Grades:
The Corporation near to the site of work shall furnish one permanent Bench Mark. Semi-permanent baselines
& cross lines shall be established at sufficiently spaced intervals with benchmarks by the Contractor at his
own cost & risk. The contractor shall provide at his expense, all the required pillars, equipment, materials, &
labour for the establishment of the grade lines & bench marks, for that the Contractor shall be responsible
for their further maintenance during the execution of the actual work till the complete period of construction.
The contractor shall be responsible for the proper execution of work to such lines & levels & grades as may
be specified in the drawings, established, or indicated by the Corporation’s Engineers. All the survey work, if
required, shall be checked by the Corporation’s engineers. However, this shall not absolve the contractor for
the correctness of survey/ temporary or permanent Benchmarks.
10.0 Contactor not to dispose of soil etc.:
The contractor shall not sell or otherwise dispose of or remove except for the purpose of this contract the
sand, ballast, earth, rock or other substances or materials that may be obtained from any execution made
for the purpose of this contract or produce upon the site at the time of delivery of the possession of the land
but also such substances materials & produce shall be the property of the Corporation & shall be disposed
of 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
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
Stamp & Signature of contractor
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
of the workman’s Compensation Act, 1923, the Corporation is obliged to pay compensation to a workman
employed by the contactor or subcontractor in execution of the work, the Corporation will recover from the
contractor the amount of compensation so paid, and without prejudice to the rights of the Corporation under
subsection 12 of the said Act, such amount will be paid back to the Corporation in 30 days, failing which the
Corporation will be at liberty to recover such amount of any part thereof by deducting it from the dues by the
Corporation to the contractor under this contract or otherwise. The Corporation shall not be bound to contract
any claim made against either of them under section 12, subsection (1) of the said Act, except on written
request from the contractor & upon his giving to the Corporation full security for all costs for which the
Corporation might become liable in consequence for entertaining such claims.
14.0.2 The contractor and/or subcontractor named in the contract shall indemnity the Corporation against all
claims based upon injury or death to any person in the employment of the contractor or sub contactor, or to
the third parties under paragraph (a) 2 or condition no.47 to the extent of any sums recovered under the
insurance policy.
14.0.3 On occurrence of the accident which result on the death of workman employed by the contractor or
subcontractor, which is so serious as to be likely to result in the death of any workman, the contractor shall
within 24 hours of happening of such event intimate in writing to the Engineers of the Corporation the fact of
such accidents. The contractor or subcontractor shall indemnity the Corporation against all loss or damage
sustained, by the Corporation resulting directly or indirectly from his failure to give intimation in the manner
aforesaid including penalties or fine if any, payable by Corporation as a consequence of Corporation’s failure,
to give notice under workman’s compensation Act or otherwise to confirm to the provisions of the said Act in
regard to such accident.
Liability for damage to woks & materials:
14.0.4 The contractor shall during, the progress of the work, properly protect the works & the existing Ash
Disposal pipelines & materials placed at his disposal or acquired for him by the Corporation, & shall remain
answerable & liable for all accidents, damages. Loss etc. & shall be made good in the most complete &
substantial manner by & at the sole cost of the contractor & to the reasonable satisfaction of the Corporation’s
Engineers. If the contractor fails to make good such losses, damages within the specified time given by the
Corporation, the Corporation shall be at liberty to recover the amount towards such expenses fixed by the
Corporation’s Engineers & shall be recovered from the amount due under this contract to the contractor.
14.0.5 Further the contractor shall, at all times, protect & preserve all materials, machinery, equipments, 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 of by him as he may think fit.
Stamp & Signature of contractor
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 the Corporation may
be due notice, desire a high-ranking member of the supervisor staff of the contractor to be present on any
specified inspection & the contractor shall comply with such directions.
17.0 Action & compensation payable in case of Bad Work:
If at any time before the refund of Security Deposit to the Contractor it appears to Gujarat Energy
Transmission Corporation’s Superintending 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& machinery:
The contractor shall prepare & maintain an inventory of all machinery, equipments, 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 equipments, 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.
Stamp & Signature of contractor
19.5.1 Unsatisfactory Progress: In the case of unsatisfactory progress by the contractor not proceeding as
per the Scheduled Programme approved by the Corporation, suitable actions shall be taken in accordance
with Clauses No. 3 & 4 of the booklet prescribed by the Corporation for ``TENDER & Contract for Works’’.
Recoveries due from the contractor, up to the end of the month previous to the one in which the bill is
prepared shall be made from bills approved for payment every month or at other periods when the bills are
prepared, for the enlisted, but not limited to, in the order of priorities & extents. (a) Deduction on account of
security deposit @2.5% in two parts, in first two RA bills.
(b) Penalty, if Levi able,
Expenditure, in full, incurred by the Corporation on contractor’s behalf in labour, machinery, equipment etc.,
(c) Charges for services such as water & power supply, etc. in full,
(d) Hire charges for Corporation’s or Government machinery if any,
(e) Other recoveries not specifically mentioned but recoverable.
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 this subcontractors & the
responsibility of executing the work in the accordance with the conditions of contract will entirely rest on the
main contractor. However written consent of EIC shall be obtained before subletting. The main contractor
will therefore always have the very responsible member, preferably a technical hand present on the works
with power to sign all work orders issued on the site of work & to take requisite actions in the interest of
efficient execution of work.
22.0 Other contracts for the suspension stoppage or curtailments of work:
If during the tendency of the contract the Engineer shall for any reason (which shall be unquestioned)
whatsoever require the whole or any part of the work as specified in the contract to be suspended for any
period or shall not require the whole or any part of the work as specified in the contract to be carried out at
all by the contractor, he shall give notice in writing of the fact to the contractor who shall thereupon suspend
or stop the work totally or partially as the case may be. In any case except as provided hereunder, the
contractor shall have no claim to any payment or compensation whatsoever on account of any profit or
advantage which he might have derived from the execution of the work in full but he did not so derive in
consequence of the full amount of the work not having being carried out, or on account of any loss that he
may be put on account of materials purchased or agreed to be purchased or for unemployment of labour
recruited by him. He shall not also have any claim for compensation but reason of any alterations having
been made in the original specifications, drawings, designs & instructions that may involve any curtailment
of the work as originally contemplated. Where however, materials have already been purchased or agreed
to be purchased by the contractor, before receipt of the aforesaid notice, the contractor shall be paid for such
materials at the rate determined by the Corporation, provided they would have been useful for the work
curtailed or stopped are not in excess of requirements are of approved quality & cannot be used on other
contract works or otherwise by the contractor &/or shall be compensated for the loss if any, that he may put
to, on respect of materials agreed to be purchased by him, the amount of such compensation to be
determined by the Corporation, whose decision shall be final. The Corporation may order the contractor to
suspend any work on account of bad weather; rain or storm & such other adverse climate conditions & the
contractor shall comply with the same. The contractor shall not be entitled to any compensation for such
suspensions of work.
23.0 Other contractors:
Stamp & Signature of contractor
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/equipments 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
29.0 R. A. Bill:
The contractor shall submit his R/A bill every month, which shall be processed in reasonable time after
checking and recording the MB. The contractor shall be responsible to submit R/A bills well in time and shall
depute his representative for joint checking of the measurements; so that the bills can be processed in time.
The contractor shall take due care in this regard, failing to which consequences will be up to him.
30.0 Breach on part of Corporation not to annul contract:
No breach or non-observance on the part of the Corporation of any the agreements contained Herein, shall
annul this contract of discharge the contractor from the observance & performance thereof, or of any part
thereof, but on application by the contractor & in the unfettered discretion of the Corporation an extension of
time may be given to the contractor in respect of such breach or non-observance by the Corporation.
31.0 Labour conditions:
31.1 The contactor shall comply with the labour laws laid as may be current & shall furnish the returns &
information as may be specified from time to time.
31.2 The contractor shall as far as possible obtain his requirements of labour, skilled & unskilled from the
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
Stamp & Signature of contractor
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 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, G.S.T.& 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 Performa, charts & details regarding machinery, equipments, 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 contractor.
The contractor shall procure, or arrange for the Subcontractor to procure insurance coverage in amounts
approved by the Corporation & sufficient to protect against the following risks arising out of the work.
Accidents & professional & non-professional sickness of all labourers& personnel engaged in the work as
required by Law pursuant to Workmen’s Compensation Act, 1923 or Revised version thereof. Injury or death
to third parties including without limitation injury or death caused by any of the construction aids or vehicles
or rented machinery, equipments used by the contractor or subcontractor whether at the site or elsewhere.
Damage to contractor’s tools machinery construction equipments form works, scaffolding materials etc. due
to floods, earthquake or any such cause. Damage to the existing permanent structures of the Corporation &
nearby villages, equipments 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 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:
Stamp & Signature of contractor
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 may be duly notified to the contractor."
38. Relationship with employee: -
Every bidder should, 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
employee of the tendering company or his/her relative as defined in Section 2(77) of the Company’s act
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 authorise 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.
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.
Stamp & Signature of contractor
TECHNICAL SPECIFICATIONS:
GUJARAT ENERGY TRANSMISSION CORPORATION LTD
STANDARD FIELD QUALITY PLAN (REVISED-R1)
FOR CIVIL WORKS OF GETCO
Sr. Component/Operation & Sampling Ref. Testing Specific Approving
No. Description of Test Plan With Document Agency Guideline Authority
(FROM APPROVED LIST
(i) Fineness As per mix IS: 456,IS: Govt. The tests for B-3
(ii) Compressive Strength Design 269 Approved cement
(iii) Initial & final setting time requirement IS: 8112,IS: Lab Coarse aggregates
IS: 1489 Fine aggregate shall
be conducted during
shall be subject to
approval by GETCO
B COARSE AGGREGATES
(I) Determination of Particle As per mix IS: 383,IS: Govt. In case of change of B-3
size Design 2386 Approved source of coarse&
(ii) (Sieve Analysis) requirement IS: 456 Lab Fine aggregates,
(iii) Flakiness Index mix Design should
(iv) Crushing Value be revised.
(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 Approved GETCO
(ii) Elongation Index Lab
(iii) Flakiness Index
(iv) Deleterious Material
(v) Specific Gravity
(vi) Water Absorption
(vii) Impact Value
(viii) Los Angeles Abrasion Value
Stamp & Signature of contractor
(ix) Aggregate Crushing Value
(x) 10% Fineness value
(xii) Alkali Aggregate Reactivity
(xiii) Petrography
D FINE AGGREGATE
(I) Gradation /Determination of Govt. In case of change of B-3
Particle size As per mix IS: 383,IS: Approved source of coarse&
(ii) Specific Gravity and density. Design 2386,IS: Lab Fine aggregates,
requirement 456 mix Design should
Moisture content be revised.
Absorption Value
Silt Content Test
Presence of deleterious
(vii) materials
E BURNT CLAY BRICKS
(i) Dimensional tolerance As per GETCO Govt. To be approved by B-3
relevant IS Specs. Approved GETCO
(ii) Compressive Strength IS: 3495) Lab
(iii) Water Absorption
(iv) Efflorescence
F FLY ASH LIME BRICKS
(i) Dimension As per GETCO Govt. To be approved by B-3
relevant IS Specs. Approved GETCO
(ii) Water absorption IS: 3495 and Lab
(iii) Drying Shrinkage
(iv) Compressive Strength
(v) Efflorescence
G SOLID CC BLOCKS
(i) Dimension As per GETCO Govt. To be approved by B-3
relevant IS Specs. Approved GETCO
(ii) Block Density IS: 2185 Part Lab
(iii) Compressive strength
(iv) Water absorption
(v) Dry Shrinkage
(i) Water absorption As per GETCO Govt. To be approved by B-3
relevant IS Specs. GETCO
Stamp & Signature of contractor
Compressive Strength IS: 2386 Part Approved
I PRECAST CC PAVER
(i) Shape and Dimension As per GETCO Govt. To be approved by B-3
relevant IS Specs. Approved GETCO
(ii) Compressive Strength IS: 15658 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 Approved GETCO
(ii) Atterberg’s limit 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: Contractor Each source to be C
3025 and / Approved by
Specification. GETCO GETCO
shall be fresh,
Chemical and physical clean
(II) properties of water for One sample and free from
checking its suitability for per oil, Govt.
construction proposes. Source acids and Approved
L REINFORCEMENT
STEEL(FROM APPROVED
Stamp & Signature of contractor
IS: 432,IS: Contractor Approved by B-3
(i) Identification & size Random 1139, should GETCO.
IS: 1786 produce
(ii) Chemical Analysis Test One sample &GETCO manufactu
per Specification rer’s
(iii) Tensile Test Heat test
(iv) Yield stress\proof stress i.e.
One sample from
(v) Percentage Elongation per approved
Bend/Re-bend Test Each size Manufactu
(vi) One sample rer.
Reverse Bend Test for per
HYSDWire Each size
One sample Govt.
M STRUCTURAL STEEL
(i) Chemical Composition One sample IS :2062, IS Govt. Approved by B-3
per :228, Approved GETCO.
(ii) Tensile Strength Heat IS : 1608, IS : Lab
One sample 1599, IS
(iii) Yield Strength per : 1757, IS :
(iv) Percentage Elongation One sample
(v) Bend Test Each size
(vi) Impact Test per
(vii) Y Groove Crack Ability Test One sample
Dimensions Each size
(viii) One sample
N FOUNDATION BOLTS
(i) Identification & size Random IS : 209, IS : Govt. Approved by B-1
2016, Approved GETCO.
(ii) Chemical Analysis Test One sample IS :2062, IS : Lab
per Each 2633, IS
(iii) Tensile Test One sample :12427,&
(iv) Yield stress/Proof Stress One sample Specification
(v) Percentage Elongation One sample
Bend / Rebend One sample
Weight/Thickness/Uniformity One sample
of Galvanizing per Each
O PVC WATER STOPS
Stamp & Signature of contractor
(i) Tensile strength One sample IS : 15058, IS Contractor Approved by B-3
per Each :8543 (Part4should GETCO.
(ii) Elongation One sample / Sec 1), Produce
per Each IS : 13360 manufactu
(iii) Hardness One sample (Part 5 / rer’s test
per Each Sec 1), IS ; Certificate.
(iv) Water absorption, One sample 9766 & i.e
percentage by mass per Each GETCO from
Specification approved
(v) Cold bend temperature at One sample Manufactu
which sample does not per Each rer.
(vi) Accelerated extraction test: One sample
Tensile strength per Each
(vii) Stability in effect of alkalis
test: One sample
weight increase at 7 days, per Each
weight decrease by mass at
7 days, % by mass
Change in hardness at
Weight increase at 28 days
Weight decrease at 28 days
Dimension change
Bought out item Check all the GETCO Joint Approval by A
(shown as annexure – II ) items Specification inspection GETCO.
Check the bought out items By
are as per Technical GETCO.
specification / IS codes And
before use. Approval of all Contracto
bought out items. r
GANTRY/EQUIPMENT
FOUNDATION/CABLE
A BEFORE EXCAVATION
IS: 4091,IS: Contractor Approved by C
(i) Checking of pegs location 100% on 3764 GETCO.
(ii) Per line and alignment Location approved
Checking of pit making as 100% on Drawing/
per Drawing& RL each specification
(i) Dimensional conformity Each location IS: 4091,IS: Contractor Approval by B-3
(ii) Verticality/slopes & Square Each location &GETCO (1) Foundations will
ness of each pit approved Contractor not be placed on
Drawing/ filled up soil
Specification. (2) Minimum depth
(iii) Verification of classification Each location Of foundation will
of foundation wherever Joint be 750 mm in
applicable. inspection Virgin soil.
Stamp & Signature of contractor
C ANTITERMITE TREAMENT
(i) Check for material to be 100% IS : 6313 & Joint Approval by B-3
used GETCO inspection GETCO.
Specification By
(ii) Check for proportion Random GETCO.
(iii) Depth and c/c distance of Random Contractor
(iv) Check for pouring of Random
required quantity of liquid in
For all IS:456, Joint Approval by C
D locations GETCO inspection GETCO.
P.C.C. PADDING Approved By
foundation GETCO.
specification Contractor
E SHUTTERING (Form work)
Check for materials, C
breakageor damage
Check for plumb, alignment
Parallelism, squareness and
equidistance from
stubDimensional check.
Check for level & height IS: 456, Joint Approved by
Check for rigidity of GETCO inspection GETCO.
frame/tightness 100% Specification/ By
Cleaning and oiling Approved GETCO.
Diagonal bracing if required drawings. And
as per drawings/site Contractor
Checking of joints to avoid
undue loss of cement slurry
REINFORCEMENT STEEL.
(i) Check the steel bars for B-3
rust,cracks,surface
flaws,laminate etc. (Visual
(ii) Check as per the bar
bending Schedule before 100% IS: 456, Joint Approved by
placement of Concrete. GETCO inspection GETCO.
Check cutting tolerance for Specification/ By
bars as per check approved GETCO.
List/drawings. drawings. And
(iii) Check whether all bent bars
and lap lengths are as per
approved bar bending
Stamp & Signature of contractor
(iv) Check whether all joints &
crossing of bars are tied
properly with right gauge &
annealed wire as per
(v) Check for proper cover
distance spacing of bars,
spacers, & chairs after the
reinforcement cage has
been put inside the
(vi) Check whether lapping of
bars are tied properly with
right gauge and annealed
wire as per specification.
G PILE FOUNDATION
(Additional Tests)
(i) Check of center line of pile Each pile IS:2911 Joint Checklist to be B-3
group group &GETCO inspection prepared
Approved pile by GETCO And signed jointly
(ii) Check pile location Each pile Foundation and
Drawings/ Contractor
(iii) Temporary casing tube & Specification.
permanent line also check Each pile
Thickness of liner material
(if applicable)
(iv) Bentonite slurry (if
applicable) Each pile
(v) Pile depth, level, size and Approved pile
alignment Each pile foundation
(vi) Chipping of pile head specification
(vii) Pile load testing
(viii) Anchor bolts if applicable GBOQ/Specifi
(ix) Level, center to center Tion IS:
distance of bolts.
(x) Visual check for galvanizing 100% on
H SETTING OF TEMPLATE
(i) Identification Each GETCO Joint Approval by GETCO C
foundation Approved inspection
(ii) Check for orientation of specifications by
template to match with Each GETCO.
drawing foundation and
(iii) Check for line and level of
Stamp & Signature of contractor
Check for center line of foundation
(iv) foundation and template
Check for diagonal Each
(v) dimensions foundation
Check for diameter and
(vi) distance of holes
I FOUNDATION BOLTS
(i) Identification (Diameter and Each GETCO Joint Approval by C
length) foundation Approved inspection GETCO
specifications by GETCO
(ii) Check the foundation bolts and
for rust, cracks, surface Each Contractor
flaws, laminate etc. (Visual foundation
(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 inspection GETCO
matters (Visual Check) specifications by GETCO
(ii) Check for width and Contracto
thickness Random r
(iii) Line and level
(iv) Fixity during concreting
For each IS: 456 Contractor Approval by GETCO B-3
APPROVAL OF MIX
a grade of &GETCO
Concrete. Approved
Stamp & Signature of contractor
Batching, mixing & placing Random IS: 456 Contractor Approval by GETCOB-3
b of concrete and compacting &GETCO
Placing concrete, and drawings
compacting Random And
c CONCRETE TESTING
Slump test Random IS:456, Contractor Results to be B-3
IS:516, recorded
IS:1199 and signed
Check for quantities for Random And GETCO Jointly
cement, fine aggregate, Specifications
coarse aggregate and water
Compressive Strength Sample Is:1199, Govt. To be witnessed for B-3
(Consisting of IS:456, Approved important structure
minimum 6 IS:516 lab (slab)&
cubes-3 Approved by
cubes for GETCO
Check for thickness of Layer 100% GETCO Govt. To be witnessed & C
& watering Specifications Approved Approved by
Visual check for . lab GETCO
correction/ramming
Compaction test
(Percentage ofMax dry
Mortar mix/proportion Random IS:2250, Joint Approval by GETCOC
GETCO inspection
Plumb & Alignment Random Specification by GETCO
Joints Random Contractor
Plastering thickness and Random GETCO Joint Approved by C
evenness Specification inspection GETCO
Mortar mix proportion Random GETCO and
Specification Contractor
(i) Thickness of flooring Random
material (Kotah GETCO Joint Approved by B-3
Specification inspection GETCO
Stamp & Signature of contractor
stone/Vitrified tiles/glazed by GETCO
(ii) tiles) Random and
Mortar mix proportion Contractor
P WATERPROOFING
(i) Check for material to be 100% GETCO Joint Approval by GETCO B-3
used Specification, inspection
(ii) Cleaning of terrace GETCO.
(iii) Proportion of mortar Contractor
100% on all IS 5613 Contractor Approval by GETCO C
CURING FOR CONCRETE,
Q locations &GETCO .
MASONRY, PLASTERING
R DOORS/WINDOWS
(i) Check for size of different Random IS : 733, IS: Joint Approval by
members 1285, IS : inspection GETCO B-2
(ii) Check for weight of different Random GETCO GETCO.
members Specification and
(iii) Check for anodizing Random and test
(iv) Check for joints of various Random Manufactu
(v) Check for thickness of glass Random
Fixing (line, level, plumb) 100%
Gap between frame and 100%
S FALSE CEILING
(i) Type of false ceiling Random GETCO Joint Approval by GETCO B-2
Specification inspection
(ii) Thickness of false ceiling By
panel Random GETCO.
(iii) Check for size and weight of Random Contractor
different members of false
ceiling skeleton
Fixing with wall
Check for hangers
Cutouts for lighting fixtures
Stamp & Signature of contractor
T GI PIPE FOR WATER
(i) Check for weight as per Random IS : 1239 & Joint Approval by GETCOB-3
diameter of pipe GETCO inspection
Specification By
(ii) Depth of excavation for Random GETCO.
(iii) Laying of pipe line as per Random
(iv) Fixing of pipe with clamps 100%
(v) Watertight ness of joints 100%
U SITE SURFACING
(i) Check for layers of 200mm 100% GETCO Contractor Approval by B-3
Specification and GETCO
Check for watering Govt.
(ii) 100% approved
Check for rolling Laboratory
Check for density (%
(iv) Compaction) 100%
(i) Visual check for material One sample
IS383 & 2386 Contractor Approval by B-3
(ii) Stacking of material 100% GETCO GETCO
(iii) Preparing the land for road Random GETCO
Spreading of metal in Specification
required thickness Random
Watering Random
(i) Visual check of material One sample IS383 & 2386 Contractor Approval by B-3
(ii) Stacking of material 100% Specs.
(iii) Preparing the land upto Random
(iv) Spreading of material of Random
required thickness
(v) Compaction Random
X FALSE FLOORING
(i) Type of false flooring Random GETCO Joint Approval by GETCOB-2
Specification inspection
(ii) Thickness of false flooring By
panel Random GETCO.
(iii) Check for size and weight of Random And
different members of false Contractor
flooring skeleton
Stamp & Signature of contractor
Fixing with floor
Check for studs
Cutouts for panel to be
(vii) supported on MS channel Random
Y PERIPHERAL/ROAD SIDE
Alignment as per lay out 100% on eachAs per Contractor Approval by C
i) Location approved GETCO
Invert level as per outlet 100% on eachAs per Contractor Approval by C
ii) points Location approved GETCO
Concrete and masonry As per Contractor Approval by C
iii) as per FQP approved GETCO
Stamp & Signature of contractor
: GENERAL GUIDELINES FOR IMPLEMENTATION:
1. Details of categories of check codes A, B & C including accepting and deviation dispositioning authorities
are indicated at Annexure-I
2. GETCO specification shall mean GETCO technical specification, approved drawings data sheets and Law
provisions applicable for the specific contract.
3. Acceptance criteria and permissible limits shall be as per relevant Indian Standards and/ or prevalent code
of practice / GETCO specifications.
4. It is clarified that the tests indicated at column 2 of this FQP i.e. Against column “component operation &
Description of test “, are only generally required to be conducted. However, GETCO reserves the right to
carry-out any additional tests at any stage if the situation so warrants.
5. SE of circle shall approve testing laboratory before accepting the test results from the lab.
6. SE of circle shall approve the sources for cement, coarse aggregate, fine aggregate & water before actual
7. All the testing & measuring equipments used by the contractor for testing are required to be calibrated. A
Copy of valid calibration report shall be retained by GETCO based on the joint 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.
9.1 Zone-IV fine aggregate shall be avoided for design mix reinforced cement concreting work unless tests
have been done to ascertain the suitability of proposed with the prior approval GETCO sit.
10. Bricks should be free from cracks, flaws and modules of free lime. They should have smooth rectangular
faces with sharp corners and should be uniform in colour.
11.1In 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.
11.2The 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.
11.3The source and grade of cement shall be as per approved design mix.
12. Reinforcement steel & structural steel used in cable trenches & foundations
12.1In 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 RashtriyaI spat 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.
Stamp & Signature of contractor
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 carried out.
16. All the materials shall be stored by the contractor in a manner affording convenient access for identification
and inspection at all the times. Storage of material shall be in accordance with IS: 4032 (latest edition).
Stamp & Signature of contractor
GUJARAT ENERGY TRANSMISSION CORPORATION LIMITED
Accepting and deviation dispositioning authorities for different
Categories of checks as envisaged in field quality plan
Category Type 100%Checking/ Counter Accepting Deviation
Of witnessing by Check/ Authority, if Dispositioning
Check Test results Authority
Surveillance Are within
Check By Permissible
A Critical EE (civil) of circle SE SE CE, Corporate
with Plus EE(C) Plus EE(C) Office
B-1 Major DE (Quality Deptt) E E (Quality EE (Quality CE (Quality
Deptt) Deptt) 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
C Minor JE(C) DE(C) DE(C) EE(C)
BOUGHT OUT ITEMS
Check the following bought out items for their specifications / IS codes before use
2. Murrum or yellow earth for filling in yard or plinth.
3. Bricks/Block.
4. Reinforcement.
5. Structural steel.
6. Foundation bolts.
7. Fine aggregate.
8. Coarse aggregate for all type of concrete, WBM road and metal spreading in yard.
9. PVC water pipe line with fixtures.
10. PVC drainage 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. Aluminium door, window and ventilator.
17. Steel cup board shutter.
18. False ceiling material.
19. Glazed tiles.
20. Kotah stone and marble strips.
Stamp & Signature of contractor
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.
44. Grout materials for foundation/flooring.
(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
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
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.
Stamp & Signature of contractor
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-
13. In any work is not executed according to the specifications, and the directions of the Engineer-in - charge, the
same will be rejected, and the contractor has re execute the same without any financial implication to the Corporation.
14. Contractor will have to communicate the name of his authorized agent, who shall be present on the works, and
shall be authorized to sign the material requisitions, receive instruction given verbally or on the order book, on behalf
of the contractor.
15. The contractor will have to sign the conditions of contract, and execute the agreements, send the list of previous
works executed, solvency certificate and pay up the security deposits, falling to that, the TENDER will be rejected
and earnest money deposited will be forfeited. The value of the stamp paper and stamp duty charges shall be borne
by the contractor.
16. TENDERer must return the form of TENDER, with the specifications and the schedule of quantities, and rates
and other schedules only signed on each page. Any TENDER not bearing signature of the TENDERer on all the
documents accompanying the TENDER is liable to be rejected.
17. Before submitting his TENDER, unit rates, which shall be for the finished work complete, including charges
involved in testing, maintenance for a period of 12 months, the TENDERer shall closely examine the specifications
and carefully study the drawings and all documents, which form a part of the contract, to be entered into by the
accepted TENDERer.
18. The TENDERer must visit the site of works and see for himself the site conditions regarding water, labour
conditions rates approach road during all seasons and all other matters affecting the works before submitting the
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 Superintending engineer. The name of such Engineer with his
qualifications and experience shall be intimated by the contractor.
The Superintending 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 Superintending Engineer, for
all works executed in the previous months.
27. Should this TENDER be accepted I /We hereby agree to abide by and fulfil 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
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
30. The contractor shall follow all labour laws of Govt.
31. Contractor shall arrange for testing of material to be used in the work or finished product, if desired by the
Superintending 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:
Stamp & Signature of contractor
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 work.
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
VI. Cement and steel will have to be consumed of following makes only.:
Note: Contractor has to bring the Cement, Reinforcement Steel, Structural Steel etc. from Approved Brand
List Published on GETCO’s website Only.
Special condition for use of cement in work:
1). The rate in Schedule-B is inclusive of cement cost. Contractor has to purchase fresh 43-53 grade cement
confirming to as per IS: 8112 and of approved brand by G. E. T.C.O.
2). Contractor has to construct pucca go-down at site of work so that cement bags can be properly preserved to
avoid damage due to any kind of water.
3). Contractor has to bring sufficient of cement bags and at no time less than 200 (two hundred.) bags to maintain
progress of work. The work should not suffer for want of cement.
4). Cement should give the required strength.
5). To bring sufficient and timely cement at site is full responsibility of contractor Nothing extra will be paid on
account of any reason to maintain progress of work and to complete the work in 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 safety.
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
12). Minimum cement consumption considered for cement concrete having grade of M-15/M-20/M- 25 is
Kgs/320-Kgs/340Kgs 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.
(E3) CEMENT CONSUMPTION SCHEDULE:
The proportion of cement with coarse aggregate and the fine aggregate for cement concrete works & with sand in
case of cement mortar will be in accordance with the under mentioned schedule showing the consumption of cement
in bags. The Engineer-in-charge will adjust the proportion of cement irrespective of the mix mentioned in the
description of the items, to ensure the consumption of the cement as per prescribed schedule. The TENDERed rate
will be considered to have been based on the consumption of cement in this schedule and nothing extra will be paid
on this account.
a. If the quantity of cement shown as utilized in the work, is observed to be less than permitted as below then work
will be accepted at reduce rate at the discretion of EIC, if deemed fit.
Table showing the cement required to be consumed in civil work items.
Stamp & Signature of contractor
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 1SMT
–do- 40 mm thick 1SMT
–do- 50 mm thick 1 SMT
–do- 75 mm thick 1SMT
–do- 100 mm thick 1SMT
Cement for fixing marble Mosaic Tiles 1SMT
–do- White glazed tiles with 12 mm thick 1SMT
coating cement plaster for leveling.
Terrazzo floor finishing 20 mm thick with 1SMT
mm thick back coating cement plaster.
Kotah stone flooring 1SMT
4. Bedding Below Flooring
110 mm thick C. C. 1 : 4 : 8 1 SMT
5. Plastering & Pointing
12 mm thick C.P. in C.M. 1 : 3 1SMT
20 mm thick C.P. in C.M. 1:3 1SMT
20 mm thick sand faced in two layers. 1SMT
Cement Pointing 1 : 1 1SMT
6. Ground Sink 750 x 750 mm with dwarf wall 1NO
115 mm thick 40 mm IPS with 110mm. thick
1: 5: 10 bedding,
7. RCC water tank 1000 liter. (1.2x1.2x0.9M 1NO
with free Corporation)
– do – size (2x2x0.9 M with free 1NO
Corporation) (3000 Litres)
8. Kitchen Platform with 75 mm thick slab with
partitions with 12 mm smooth plaster.
Size 2000 x 675 mm 1NO
Size 3000 x 675 mm 1NO
9. 75 mm quarter round vata in C.M. 1:2. 100RMT
100 mm – do – 100RMT
150 mm – do – 100RMT
10. Fixing W.C. Pan 1 No.
11. Gully trap with chamber or 300x300mm. 1NO
12 50mm thick RCC shelf in C.C. 1:1 ½ : 3 1 SMT
13 - do - precast cover 300 mm, wide 50 mm 1SMT
thick with smooth finishing on all sides.
14 Manhole chambers with 230 mm, thick
masonry in C.M. 1:6 and depth up to av.
mm incl. cement plaster in C.M. 1:3 inside,
top and outside up to 150 mm depth.
Size 900 x 450 mm 1NO
Size 600 x 450 mm 1NO
Stamp & Signature of contractor
Size 600 x 600 mm 1NO
Size 900 x 900 mm 1NO
Size 450 x 450 mm 1NO
Size 300 x 300 mm with 110 mm partition 1NO
15 RCC hume pipe with filling joints in C.M. 1:1
and bed concrete 1:4:8 below joints 150 mm.
750 mm Dia 1RMT
650 mm Dia 1RMT
450 mm Dia 1RMT
300 mm Dia 1RMT
225 mm Dia 1RMT
150 mm Dia 1RMT
16. Porcelain Pipes (S.W.G. Pipes)
100 mm Dia 1RMT
150 mm Dia. 1RMT
17 150 mm Dia half round gutter in C.C. 1:3:6 1 RMT
18 2500 mm Dia x 300 mm deep of hollow
masonry in C.M. 1:6 with C.C. 1:4:8 bedding 1NO
& RCC slab cover, for soak pit.
Note: (1) Consumption figures mentioned against each item is for theoretical consumption. This consumption may
(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 Superintending 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 Superintending Engineer.
(E4) TECHNICAL SPECIFICATIONS OF VARIOUS ITEMS:
The Proportion of fine, coarse aggregates and cement shall be as specified in item of TENDER where nominal mix
is to be used. Proportion of martial shall be carried out such that the proportion of materials is readily verifiable.
Material must be measured in boxes of steel or wooden, approved by EIC. Box to be used for which aggregate, its
size etc. shall be clearly marked on box. No ramming of boxes will be permitted. Slight variation in proportion for
technical requirement will have to be carried out without any extra cost. Boxes shall be filled in presence of authorized
agent of Corporation and work shall be carried out during working hours fixed by Corporation or approved by
Engineer-in-charge.
Where strength of concrete is specified instead of nominal mix, contractor will have design mix for the specified
strength as provided in IS code for design mix. Proportion shall be used on weight of ingredients of concrete using
specified size of the coarse aggregate in item. If ordered, contractor will have to get economical design from Gujarat
Engineering Research Institute or other approved institution.
Where permitted, in case of small works, proportional of weight basis can be converted to volumetric for use at site
with maintaining same quality of aggregates as used in designing the mix. Design mix shall be got approved and
minimum cement if specified shall have to be used. Any charge in source of aggregate will require redesigning of
the concrete mix. The engineer shall have right to inspect the source of materials used and contractor will have to
arrange for testing of material, if ordered, without any extra cost.
Coarse aggregate & fine aggregate i.e., black Trap metal, Grit, sand etc. shall confirm to IS 353 for aggregate form
natural source. Aggregates shall be strong, hard, durable, free from foreign materials and adherence. If found
necessary, contractor shall have to arrange testing of aggregate according to IS 2386 & 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.
Stamp & Signature of contractor
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 is 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 than 2.6 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
All ingredients shall be mixed in mechanical mixer. Ingredients shall be first mixed dry for 1 minute and then required
quantity of water is added as per design and mixed for minimum 1 ½ minutes till concrete is uniform. Entire concrete
in the mixing drum shall be discharged in pre operation before raw materials for second batch is feed into the drum.
Concrete which can be laid before initial setting time of cement shall be prepared. Party set or tempered concrete
shall not be used. Mixer machine, weigh batcher etc. shall be cleared after completion of work. Mechanical mixture
shall comply to I.S.1791.
For checking consistency and workability of concrete, slump test shall be carried out as per IS 1199 if desired by
Engineer-in-charge.
Before laying of concrete, shuttering and reinforcement shall be got checked. Where inserts are to be provided, they
shall be fixed properly at places shown. Concrete shall be laid on cleaned surface. Concrete shall be laid such that
ingredients do not get separated and on segregation of concrete is caused. Concrete shall be consolidated properly
with vibrators or other approved method according to the requirement of jobs. Joints in concrete shall be left as shown
or as directed by Engineer-in-charge. Where concrete is to be place from height, necessary chute shall be provided.
Concrete work shall be cured for minimum period of 15 days. Horizontal surface shall be cured by ponding and
vertical surface shall be kept wet by tying gunny cloth or gunny bags and keeping them wet by spraying or sprinkling
water. Where structure is at higher-level contractor shall arrange for pumping arrangement for water. Watertight sump
may be prepared on site or storing of water for curing and other uses.
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 are to be given for drainage and is not provided properly will have to be done without any extra cost. Edges
of beam, pillars, etc. where chamfering is shown or instructed shall be done without extra cost.
If concrete surface is found honey combed and same is rejected by Superintending 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 Superintending 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
Stamp & Signature of contractor
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
Rate quoted for the item shall be inclusive of all materials, ingredients, labour, mixer & other machinery, scaffolding,
laying in position and fixing of all inserts curing other requirements for the complete execution of item.
B. WATER SUPPLY
G.I. pipe be used for water supply shall be of class ‘c’ confirming to I.S. Specifications. It shall be fixed with suitable
clamps, for concealing with necessary groove in wall and finishing with C.M. When pipe is to be laid underground
necessary excavation shall be done to level required. Pipe shall be given 3 coats of coal tar. For joining pipes specials
of approved quality (extra thick) shall be used. If item provide painting of pipe same shall be painted with approved
brand quality and tint enamel paint. All specials shall be provided as instructed.
Skilled plumber shall be employed on job. Pipes shall be laid as per detailed drawings or as directed on site. Generally
shortest route shall be followed. At connection of pipe with special, joint shall be made water tight with hemp rope
and zinc white or Teflon tape.
On completion of laying of pope and before sealing of concealed pipe and underground pipe, leak proof test shall
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 Superintending Engineer. Decision of
Superintending Engineer in this connection will be final. If desired by Superintending 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
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 2 Nos. of hold fast according to the size of frame
and as instructed by Engineer-in-charge in addition to horns projecting minimum 75 mm on both sides of top & bottom
members. The side of frame to be embedded in the wall or in touch with wall or floor, shall be applied uniform thick
coat of coal 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
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 panelled doors the panel to be raised feather tongued into style and rails with
beaded edges on both sides. Thickness of styles & rails shall be 37 mm and that of panel shall be 30 mm.
The arrangement of panels shall be as directed by the Engineer-in-charge and his decision will be final. The shutter
styles, top, bottom, lock and frieze rods to be moulded 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-
Stamp & Signature of contractor
All jointing shall be brought on all faces and finished off by hand with sand paper with slightly rounded edges.
The joints shall be pinned with hard wood pins and put together with fevicol. Joining shall be by means of mortise
and Tenon or dovetailed joints as approved. Any joinery work, which shall split, fracture, shrink or shows flap or other
defects shall be removed and replaced with sound material at the contractor’s expenses.
Fixtures and fastening:
Oxidized iron, brass or aluminium 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.
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 Superintending Engineer on site and shall be binding to the contractor.
For all glazing of doors, windows, ventilators and cup Boards all glasses shall be of best quality free from bubbles,
smoke wanes, air hole, specks and other defect. Sheet glass, ground for clear as approved and instructed shall be
of 3 mm thickness. The glasses shall be fixed with wire nails and putty of best quality or wooden bead of required
size to flush with style or sash bar etc. The putty and the wooden battens should be finished with 3 coats of oil paints
matching with other paint of doors, windows and ventilators. At the time of handing over the glazing work shall be
intact. Any damage shall have to be replaced by the contractor without any extra cost.
All doors, windows, ventilators, cupboards shall be erected in line, level and in one plane to the elevation shown in
the drawing or directed by Engineer in charge at site.
All doors, windows, ventilators, cupboard shall be given 3 coats of approved quality, brand and shade of oil paint.
Each coat of paint shall be allowed to dry thoroughly before next coat is applied. The work shall not show any
brush marks, ridges or drops of paint and no puddles in the corner of panels or molding etc., shall be left.
For payment purpose of doors, windows, ventilators and cupboard, measurement will be paid outside to outside of
the frame in square meter basis.
Stamp & Signature of contractor
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
Members shall be fabricated on site or in workshop, as approved, by Engineer in charge. Allowance for camber shall
be made in case of truss etc. similarly in tension member and compression members. IS standards shall be followed.
Based on design and/or detailed drawings, cutting schedule with no, of members shall be prepared and got approved
from competent authority. Shearing machine or gas cutting may be adopted as approved.
All holes to be drilled shall be marked on members and drilled after proper checking. If necessary, a template shall
be made for this. All holes shall be perpendicular to the face of the member and 1/6” larger than the nominal size of
rivet or bolt. All holes shall be so drilled and reamed that more than 85% of continuous holes in any group in same
plane shall not show any offset greater than 1/32” between adjacent thickness of metal. Burns, resulting from reaming
or drilling, shall be removed with a tool making 1/16” bored.
All welding shall be done with electric arc method. Welding electrodes shall be heavily coated type designed for all
position. The size, type and manufacturer of electrodes shall be subject to approval of Engineer. Electrodes and
welding work shall be as per I. S. standards. All the cutting and needed surface shall be properly grinded with electric
grinder. Fabricated members shall be joined either by welding or by rivets or nut & bolt arrangement as specified or
shown on drawing or instructed. One assembled shall be got approved for alignment, riveting, welding etc. For bolted
joints necessary washers shall be provided as shown in the drawing or as instructed on site.
Fabricated structure shall be given one shop coat of red oxide. Erection of the structure shall be done by approved
method. Care shall be taken during erection so that no accident occurs. All the workers shall be provided with safety
belts, helmets etc., during working.
Care shall be taken to see that no damage is done to the members during transportation of fabricated/assembled
structure. Contractor shall provide necessary derricks, gantry, scaffolding and staging, inflammable etc. for erection
work, No. gas cutting shall be allowed for the widening of holes when it is not matching. It shall be drilled.
After erection of structure one more coat of red oxide and 2 coats of approved oil painting should be provided to the
structure. Paint to be applied shall be got approved for brand, quality, tint etc.
If desired test shall have to be carried out for welded joints. IS 816 shall be followed for general construction in mild
steel. Bolts shall be conforming to IS 1363 & IS 1364. Electrodes shall confirm to IS
(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-
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
(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.
Stamp & Signature of contractor
12. The contract rate of the item of work shall be for the work completed in all aspects.
13. No collection of materials shall be made before it is got approved from the Engineer-in-charge.
14. Collection of approved materials shall be done at site of work in a systematic manner. Materials shall be stored
in such a manner as to prevent damage, deterioration or intrusion of foreign matter and to ensure the preservation
of their quality and fitness for the work.
15. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed from the site of work.
16. No materials shall be stored prior to, during and after execution of a structure in such a way as to cause or lead
to damage or overloading of the various components of the structure.
17. All works shall be carried-out in a 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
* 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
per cent in strength, of mortar prepared with water sample when compared with the results obtained with mortar
prepared with distilled water shall be sufficient cause for rejection of water under test.
1.3 Water for curing mortar, concrete or masonry should not be too acidic or too alkaline. It shall be free of elements
which significantly affect the hydration reaction or otherwise interfere with the hardening of mortar or concrete during
curing or those which produce objectionable stains or other unsightly deposits on concrete or mortar surfaces
1.4 Hard and bitter water shall not be used for curing.
1.5 Potable water will generally found suitable for curing mortar or concrete.
2.1 Lime shall be hydraulic lime as per I.S. 712-1973 Necessary tests shall be carried out as per IS .6932 (Parts I to
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
(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-
Stamp & Signature of contractor
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 work.
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
6.2. Coarse Sand: The fineness modulus of coarse sand shall not be less than 2.5-and shall not exceed
3.0, The sieve analysis of coarse shall be as under:
I.S Designation Sieve Passing sieve Percentage by weight I.S. Sieve percentage
Designation weight passing
2.36mm 90 to 100 300 Micron 5-70
6.3. Fine Sand:
The fineness modulus shall not exceed 1.0. The sieve analysis of fine sand shall be as under:
I.S Designation Sieve Passing sieve Percentage by weight I.S. Sieve percentage
Designation by weight passing
2.36mm 100 300 Micron 5-50
7.1. This shall be obtained from crushing hard black trap or equivalent. It shall not contain more than 8%, of silt as
determined by field test with measuring cylinder. The method of determining silt contents by fields test is given as
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
mm. mark. The mixture shall be stirred vigorously and the content allowed to settle for 3 hours.
7.3. The height of silt visible as settled layer above the stone dust shall be expressed as percentage of the height of
the stone dust below. The stone dust containing more than 8% silt shall be washed so as to bring the content within
the allowable limit. The fineness nodules of stone dust shall not be less than
M-8. Stone Grit
8.1. Grit shall consist of crushed or broken stone and be hard, strong, dense, durable, clean of proper gradation and
free from skin or coating likely to prevent proper adhesion of mortar. Grit shall generally be cubical in shape and as
far as possible flakey elongated pieces shall be avoided. It shall generally comply whit the provisions of I.S. 383-
1970. Unless special stone of particular quarries is mentioned grit shall be obtained from the best black trap or
equivalent hard stone as approved by the Engineer-in-Charge. The grit shall have no deleterious with cement.
8.2. The grit shall conform to the following gradation as per sieve analysis:
I.S Designation Sieve Passing sieve Percentage by weight I.S. Sieve percentage
Designation by weight passing
Stamp & Signature of contractor
8.3. The crushing strength of grit will be such as to allow the concrete in which it used to build-up the specified
strength of concrete
8.4 The necessary tests for grit shall be carried out as per the requirements of I.S.2386- (parts-l of VIII) 1963, as per
instructions of the Engineer-in-Charge. The necessity of test will be decided by the. Engineer-in-Charge.
M-10. Lime Mortar
10.1. Lime: Lime shall conform to specification M-2 Water: Water shall conform to specification M-1 Sand: Sand
shall conform to specification M-6
10.2. Proportion of Mix:
10.2.1. motor shall consist of such proportions of slaked lime and sand as may be specified in item. The slaked lime
and sand shall be measured by volume.
10.3 Preparation of mortar:
10.3.1. Lime mortar shall be prepared by wet process as per I.S.1625-1971.Power driven mill shall be 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
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
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 directed.
11.3. Proportion of Mortar:
11.3.1. In hand mixed mortar, cement and sand in the specified proportions shall be thoroughly mixed dry on a clean
impervious platform by turning over at least 3 times or more till a homogeneous mixture of uniform 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 mortar.
12.2 The aggregate shall generally be cubical in shape. Unless special stones of particular quarries are mentioned
aggregates shall be machine crushed from the best black trap or equivalent hard stone as approved. Aggregate shall
Have no deleterious reaction with cement. The size of the coarse aggregate for plain cement and ordinary reinforced
cement concrete shall generally be as per the table given below However, in case of reinforced cement concrete the
maximum limit may be restricted to 6 mm less than the minimum lateral clear distance between bars or 6 mm. less
than the cover whichever is smaller
IS. Sieve Percentage passing for single IS. Sieve Percentage passing for single
Designation Sized aggregates of Nominal size Designation 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.
Stamp & Signature of contractor
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.
M-15 Brick/bella
15.1 The brick/bella 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 brick/bricks/bellas shall be moulded with the frog of 100mm x 40 mm and 10mm
to 20mm deep on one of its flat sides. The brick/bricks/bellas shall not break when thrown on the ground from a
height of 600mm.
15.2 The size of the modular brick/bricks/bellas shall be 190 x 90 x 90 mm.
15.3 The size of the conventional brick/bricks/bellas shall be 225 x 110 x 75mm.
15.4. Only brick/bricks/bellas 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/bella shall not be less than 35.0 Kg / Sq cm. The average water absorption
shall not be less than 20 per cent by weight. Necessary test for crushing strength and water absorption shall be
carried out as per IS 3495: (Part I to Part IV)
16.1 The stone shall be of the specified variety such as Granite/Trap Stone/-Quartzite Or any other type of good hard
stones. The stones shall be only from the approved quarry and shall be hard sound, durable and free from defects
like cavities, cracks, sand holes, flaws injurious veins, patches of loose or soft materials etc., and weathered portions
and other structural defects or imperfections tending to affect their soundness and strength. The stone with round
surface shall not be used The percentage of water absorption shall not be more than 5% of day weight. When tested
in accordance with I.S. 1124- 1974.Theminimumcrushingstregth of stone shall be 200 Kg/Sq. Cm. unless otherwise,
specified 16.2 The samples of the stone to be used shall be got approved before the work is started 16.3 The Khanki
facing stone shall be dressed by chisel as specified in the item for khanki facing in required shape and size. The face
of the stone shall be so dressed that the bushing on the exposed face shall not project by more than 40 mm. from
the general wall surface and on face to be plastered it shall not project by more than 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-
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.
M-26 Shuttering
26.1: The shuttering shall be either of wooden planking of 30 mm. minimum thickness with or without steel lining or
of steel plates stiffened by steel angles. The shuttering shall be supported on battens and beams and props of vertical
ballies properly cross braced together so as to make the centring rigid. In places of bulli props, brick/bella pillar of
adequate section built in mud mortar may be used.
Stamp & Signature of contractor
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 bullies having 100 mm. minimum diameter measured at mid length and 80mm. at
thin end shall be placed as per design requirement. These shall rest squarely on wooden sole plates 40 mm. thick
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 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 meter
26.10. (1in250) or as directed by the Engineer-in-Charge so as to offset the subsequent deflection. For cantilevers,
the camber at free end shall be 1/50 of the projected length or as directed by the Engineer-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
29.4 The tolerances in the dimensions shall be allowed at the rate of 1.5 mm. per face to be planed.
29.5. First class teak wood
29.5.1. First class teak wood shall have no individual hard and sound knots, more than 6 sq. cm. in size and the
aggregate area of such knots shall not be more than 1% of area of piece. The timber shall be closed grained.
29.6. Second Class Teak Wood:
29.6.1. No individual hard and sound knots shall be more than 15 sq. cms. in size and aggregates area of such knots
shall be not exceed 2% of the area of piece.
M- 31. Aluminium doors, windows ventilators
31.1. Aluminium alloy used in the manufacture of extruded window sections shall conform to I.S. designation HEA-
WP of I.S. 733-1975 and also to I.S. Designation WVG-WP of I.S. 1285-1975.Thesection shall be as specified in the
drawing and design. The fabrication shall be done as directed.
31.2. The hinges shall be cast or extruded aluminium 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 aluminium alloy bolt at top and
M-32. Rolling Shutters
32.1. The rolling shutters shall conform to I.S.6248-1979. Rolling shutters shall be supplied of specified type with
accessories. The size of the rolling shutters shall be specified in the drawings. The shutters shall be specified in the
drawings. The shutters shall be constructed with interlocking lath sections formed from cold rolled steel strips not
less than 0.9 mm. thick and 80 mm. wide for shutters up to 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 less than 3.15 mm.
32.3. Hood covers shall be made of M.S. Sheets not less than 0.90 mm. thick. For shutters having width 3.5 Meter
and above, the thickness of M.S. sheet for the hood cover shall be not less than 1,25 mm.
Stamp & Signature of contractor
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
32.7. The Shutters shall be completed with door suspension shafts, looking arrangements, pulling hooks, handles
and other accessories.
M-33. Collapsible Steel Gate
33.1. The collapsible steel gate shall be in one or two leaves and size as per approved drawings or as specified. The
gate shall be fabricated from best quality mild steel channels, flats, etc. Either steel pulleys or ball bearings shall be
provided in every double channel. Unless otherwise specified the particulars of collapsible gate shall be as under:
(a) Pickets: These shall be of 20mm MS channels of heavy sections unless otherwise shown on drawings. The
distance center to center of pickets shall be 12 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
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 is used the wood absorbs so much water that the finished plywood must be dried carefully.
When synthetic resigns are used as adhesive the finished plywood must be exposed to an atmosphere of controlled
humidity until the proper amount of moisture has been absorbed.
37.5. According to I.S: 303-1975 the plywood for general purpose shall be of the grades namely BWR, WWR and
CWR, depending upon the adhesives used for bonding the veneers, and it will be further classified into six types
namely AA, AB, AC, BB, BC and CC based on the quality of the two faces each face being of three kinds namely A,
Band C After pressing, the finished plywood should be reconditioned to a moisture content not less than 8 percent
and not more than 16 percent. Thickness of plywood 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 900 mm. glass weighting not less than 11.25 Kg/Sq. m. shall be
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
Stamp & Signature of contractor
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
38.4. Obscured Glass :
38.4.1. This type of glass transmits light so that vision is partially or almost completely obscured. Glass shall be plain
rolled, figured, ribbed of fluted, or frosted glass as may be specified as required. The thickness and type of glass
shall be as per details on drawings or as specified or as directed.
38.5. Wired Glass :
38.5.1. Glass shall be with wire netting embedded in a sheet of plate glass. Electrically welded 13 mm. Georgian
square mesh shall be used. Thickness of glass shall not be less than 6 mm. Wired glass shall be of type and thickness
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
43.1.1. The fixtures and fastenings, that is butt hinges tee and strap hinges sliding door bolts, tower bolts, door latch,
bath-room latch, handles, door stoppers, casement window fasteners, casement stays, and ventilators catch shelf
be made of the metal as specified in the item or its specification.
43.1.2. They shall be of iron, brass, aluminium chromium plated iron, chromium plated brass, copper oxidized iron,
copper oxidized brass or anodized aluminium 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 aluminium 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
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 directed.
43.13. Casement stays (Straight Fed Stay):
Stamp & Signature of contractor
43.13.1. The stays shall be made from a channel section having three holes at appropriate position so that the window
can be opened either fully or partially as directed. Size of the stay shall be 250 mm. to 300 mm. as directed.
43.14. Ventilator Catch:
43.14.1. The pattern and shape of the catch shall be as approved.
43.15.1. The base and socket plate shall be made from minimum 3 mm. thick plate, and projected pivot shall not be
less than 12 mm-, diameter and 12 mm. length and shall be firmly riveted to the base plate in case of iron pivot and
in single piece plate in the case of brass pivot.
44.1. (A) Oil paints:
44.1.1. Oil paints shall be of the specified 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
(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 imperfections.
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
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
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 period as would ensure their conformity to requirements of I.S. 1237-1980
regarding strength resistance to wear and water absorption.
47.1.3 The wearing face of the tiles shall be plane, free from projections, depressions and cracks and shall be
reasonably parallel to the back face of the tile. All angles shall be right angle and all edges shall be sharp and true.
47.1.4. The size of tiles generally be square shape 24.85 Cm x24.85 Cm. or 25 Cm x 25 Cm. The thickness of tiles
shall be 20 mm.
47.1.5. Tolerance of length and breadth shall be plus or minus one millimetre. Tolerance on thickness shall be plus
47.1.6. The tiles shall satisfy the tests as regards transverse strength; resistance to wear and water absorption as
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.
Stamp & Signature of contractor
47.3. (C) Marble mosaic tiles:
47.3.1. These tiles have same specification as per plain cement tiles except the requirements as stated below:
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 dimension’s 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 center to centre distance of
chequer shall not be less than 25 mm. and not more than 50 mm. The overall thickness of the tile shall be 22 mm.
47.4.3. The grooves in the chequers shall be uniform and straight. The. depth of the grooves shall not be less than
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 6 mm. The tiles shall be given the first grinding with machine
before delivery to site.
47.4.4. Tiles shall conform or relevant I.S. 1237-1980.
47.5. (E) Chequered Tiles for Stair Cases:
47.5.1. The requirements of these tiles shall be the same as chequered tiles as per (D) above except in following
(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 centres not exceeding 25 mm. Beyond that the tiles shall have normal chequer
M-49. Polished Kotah Stones
49.1. Polished Kotah stone shall have the same specification as per rough Kotah stone except as mentioned below:
49.2. The stones shall have machine polished surface. When brought on site, the stones shall be single polished or
double polished depending upon its use. The stones for paving shall generally be single polished. The stones to be
used for dado, skirting, sink, veneering, sills, steps, etc. where machine polishing after the stones are fixed in situ is
not possible shall be double polished.
M-55. White glazed tiles
55.1. The tiles shall be of best quality as approved by the Engineer-in-Charge. They shall be flat and true to shape.
They shall be fee from cracks, crazing sports, chipped edges and corners The glazing shall be of uniform shade.
55.2 The tiles shall be nominal size of 150 mm. x 150 mm. unless otherwise, specified. The maximum variation the
stated sizes, other than the thickness of tile shall be plus or minus 1.5 mm. The thickness of tile shall be 6 mm.
Except as above the tiles shall conform to I.S. 1977-1970.
M-56. Galvanized iron pipes and fittings
56.1. Galvanized iron pipes shall be of the medium type and or required diameter and shall comply with I.S.1239-
1979. The specified diameter of the pipes shall refer to the inside diameter of the bore. Clamps, screw and all
galvanized iron fittings shall be of the standard 'R' or equivalent make.
M-57. Bib cock and stop cock
57.1 A bib cock is a draw off tap with a horizontal inlet and free outlet. A stop cock is a valve with a suitable means
of connection for insertion in a pipe line for controlling or stopping the flow.
57.2. They shall be of screw down type and or brass chromium plated and of diameter as specified in the description
of the item. They shall conform to I.S. 781-1977 and they shall best Indian make. They shall be polished bright.
57.3. The minimum finished weight of bib cock and stop cock shall be as given below:
Diameter Bib cock Stop cock Diameter Bib cock Stop cock
Stamp & Signature of contractor
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 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 bevelled 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 colour 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 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-siphon age 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
M., 1.8 M. including socket ends of the pipe unless shorter lengths are either specified or required at junctions etc.
The pipes and fittings shall be supplied without ears unless specified or directed otherwise.
68.4. Tolerances:
68.4.1. The Standard weights and thickness of pipes shall be as shown in the following table.
A tolerance up to minus 10 per cent may however be allowed against these standard weights.
Sr. Nominal Thickness Overall 1,5 Weight of pipe excluding
No. dia. of bore m. long 1.8 m. long ears 2.m.
Stamp & Signature of contractor
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.Thesurfaceshallbesmooth and free form
craze, chips and other flaws or any other kind of defects which affect serviceability. The size of Nahni trap shall be
specified and shall be of self-cleaning design.
69.2. The Nahni trap shall be of quality approved by the Engineer-in-Charge and shall generally conform to the
relevant Indian Standards.
69.3. The Nahni trap provide shall be with deep seal, minimum 50 mm. except at places where trap with deep seal
cannot be accommodated. The cover shall be cast iron perforated cover shall be provided on the trap of appropriate
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.
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 meters.
78.4. The lengths per 100 Kg. of barbed wire I.S. type I shall be as under: Nominal 1000-meter Minimum 934 Meter
Maximum 1066 Meter.
(E7): DETAIL SPECIFICATION FOR ELECTRIC ITEMS:-
SUB-STATION STRUCTURE AND EQUIPMENT EARTHING
1. Earthing pits are to be excavated as per standard drawing and as per instruction of Engineer-in-charge
2. Generally, in rocky / soft rock strata mesh type earthing are to be provided from scrap /flat which will be
given to the contractor at free of cost for which account to be submitted and necessary fabrication
welding, joining with pipe is to be done by the contractor.
3. Back filling and watering of earthing pits is to be done in the presence of GETCO Supervisor only.
4. Contractor has to arrange watering in such way that resistivity of each pit should come to the required
5. For laying of earthing strip inside the sub-station yard for equipment and s/s structure contractor has to
be carry out as per the specification is to be laid properly by making welding joint and bolt wherever is
Stamp & Signature of contractor
6. In case of hard strata contractor has to fill-up earthing trench after laying of strip by black cotton soil.
7. All earthing joints are to be welded with structure of equipment by means of proper welding and bolt with
structure and with the earthing pits. All the welded joints are to be painted with Aluminium Paint.
8. For earthing GETCO will supply only G. I. Strip & Scrap for mesh, remaining materials such as salt-cock
pipe etc. is to be supplied by the contractor.
All earthing joints including the earthing trench are to be made over lapped with earthing strip.
10. The earthing mat laying should be done as per approved drawing.
11. Arrangement of earth pit (check pit) & pipe earthing should be done as per drawing No:
GETCO/E/06S/STD/P-011. ( 2 sheet )
12. Equipment earthing should be done as per drawing No: GETCO/E/06S/STD/P-012 (sheet 1 to 24).
LAYING OF CONTROL CABLES AND TERMINATION
1. Before laying of control cable proper schedule of cable showing length of each cables is to be prepared
and is required to be approved by Engineer-in-charge.
2. Cable should be laid in such a way that no any twisting of cables is to be found or no cable should be
cut under length or over length.
3. All cables are to be laid and clamped inside the cable trench as per the instruction of Engineer-in-charge.
4. Cable markers should be provided nearby termination at both ends.
5. Wherever there is no cable trench for small equipment and having a small length about 10 meters, cable
should be laid by providing half round gutters for above 10 meter. If half round gutter is required same
will be supplied by the GETCO at free of cost.
6. For termination of control cable required size of cable glands copper lungs ferrules tap, sleeves, etc. are
to be supplied by the Contractor at his cost.
7. All cables terminated inside the panel / equipment with giving proper shape and clamping and taping no
any cable leads to be got earthed.
8. Complete cable schedule in triplicate is to be given by the contractor with giving details of each
termination of cables from one end to other end with giving cable number and size of cable and this to
be approved by Engineer-in-charge. For preparing the schedule necessary drawing will be provided by
the GETCO. And contractor will be paid extra charges for preparation of schedule which is to be
approved by Executive Engineer.
9. During testing of control wiring of panel / equipment, contractor has to witness the job and any changes
is required that is to be done by the contractor without any charge.
10. Any fabrication is required inside the kiosk box / panel / equipment for fixing of glands and clamps is to
be done by the contractor at his cost.
11. The Control wiring work should be carried out according to the specification and as per instructions and
programmed laid out by the Engineer-in-charge of the work.
12. The Control wiring work should be commenced immediately from the date of receipt of instructions from
office and should be completed within thereafter.
13. Erection of Battery Charger includes shifting in control room – bolting with side panel – levelling of Battery
Charger with proper grouting as per instruction of Engineer-in-charge.
CONTRACTOR SIGNATURE WITH STAMP
Stamp & Signature of contractor
(E8): DETAIL SPECIFICATION FOR WORK ITEMS: -
Item no: 01. Dismantling the C.C / R.C.C. work for foundation and building work and
throwing / Stacking the dismantled stuff as directed up to any lead, dressing etc. Complete
as directed by E.I.C.
Area of plain cement or R.C.C. Work to be dismantled shall be separated by providing necessary
barricade and providing watchmen to avoid any accident in the area. All precaution shall be taken
to see that the structures, machinery equipment in the area are not damaged. If desired by
authority, all equipment’s, machinery etc. shall be covered with tarpaulin or plastic covering
without any extra cost.
Rate quoted for the item shall be inclusive of providing all labour, tools, tackles and scaffolding,
wherever required. Payment shall be made for actual cu. Meter of concrete dismantled as per
drawing of as directed or details furnished at site. (Area shall be cleaned every day when work is
to be stopped or even when work is in progress during day, if required in case of plant area or
Item no: 02. Dismantling the Brick work & stone masonry including stacking of serviceable
materials and disposal of unserviceable materials with all lead and lift in cement mortar
dressing etc. complete as directed by E.I.C.
Area to be dismantled shall be marked with paint and got approved before starting the work.
Specification of Item No. 01 shall be applicable to this item also. Wherever opening is to be made
in masonry work, sides of the opening made, shall be well finished with cement mortar 1:3 to line
and level as instructed. Rate quoted is inclusive of this.
Item no: 03. Excavation up to any depth for foundation including sorting out and stacking
of useful materials & Refilling the sides of the trenches, spreading excavated stuff
wherever required as directed by EIC and disposing of the excavated stuff up to any lead
including dressing, rolling, tree cutting, lift, dewatering, shoring etc. - Note: - No extra
payment shall be made for extra excavation work if required for providing of any type of
shuttering / Form work for all type of concrete work. for Normal soil either dry or wt. / sandy
soil/ Hard or Dense Soil.
Backfilling Consolidation shall be done by spring vibratory earth compaction machine of
5-ton capacity.
1.1. Any soil which generally require close application of picks or jumpers or scarifies 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.
The roots of the trees coming in the sides shall be cut and coated with a hot asphalt.
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 levelled both longitudinally and transferal as directed by removing and watering as
Stamp & Signature of contractor
required. No earth filling will be allowed for bringing 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
levelling 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 any lead and all 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.
Item no: 04. Earthwork for embankment including breaking clods, dressing with all lead
and lift (including watering, rolling and consolidation with 8 to 10 T rollers in layers of
200mm thick at O.M.C to required dry density). Including all Labour charges & approved
quality of Earth/Murrum & Govt. royalty charges etc. if applicable. Approved quality of
yellow earth/Murrum to be brought from outside.
1.0 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 shall be followed except that Murrum or selected soil shall be
filled in foundation and plinth in 20cms. Layers including consolidating, ramming, watering,
dressing, rolling and consolidation with 8 to 10 T rollers in layers of 200mm thick at O.M.C to
required dry density etc. complete.
3.0. Mode of Measurements & Payment
3.1. The relevant specifications of item 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. The work must be carried out as per item
description and as directed by EIC
Item no: 05. Filling in plinth/trenches with Sand under floor including spreading, watering,
ramming, consolidating etc., complete as directed by EIC. - The item rate includes all leads
& lifts. Consolidation shall be done by plate vibratory earth compaction machine of 3 ton
1.0 The field of machine cut grit shall be of approved sand/quarry dust as shown on the
sand/quarry chart as well as approved by the Executive Engineer prior to collection.
1.1. The machine cut grit shall be hard, tough, sound, durable, black trap field metal of close
texture, free from decay and weathering. Each piece of the stone shall be angular and roughly
cubical in shape and round elongated or flaky material shall be rejected. No round or oblong
pebbles or angular chips larger or smaller than specified size shall be allowed.
1.2. All unsound, weathered or disintegrated stone obtained from the upper surface layer of the
quarry or other layer of boulders shall be rejected. The physical requirement for standard size
metal shall conform to the test results indicated in para 3 of item 4. 13. Machine cut grit shall be
as nearly uniform in size as possible and shall conform to following minimum requirements of
passing through the rings: 5. Wherever and doubt exists as to whether the above requirements
are satisfied in whole or part, the collection of M.C metal shall be got screened by the contractor
Stamp & Signature of contractor
if so ordered by the Executive Engineer and for which no extra payments shall be claimed by the
contractor. 12. Any collection which does not fully satisfy the above requirements is liable to be
rejected altogether.
1.3. Stacking shall be done by filling in the standard steel pharas of 2.00 x 1.50 x 0.50 meter and
no deduction of voids shall be made from the gross measurements. 14. Regular stacks shall be
done by the contractors on a fairly level ground. All the stacks shall be marked by white wash
immediate on being measured and recorded by the Engineer in- charge. The rate includes
blasting the rock, it any, breaking the metal, stacking, measuring in pharas etc. complete.
Item no: 06. Providing & laying White stone Bela masonry (including quion blocks, jamb
blocks, closer etc) of approved size quality block in C.M. (1:6) (1-Cement : 6-Fine Sand)
including racking out joints up to 12mm depth, scaffolding, curing, filling up the gaps
between the joints complete as directed by E.I.C. - in foundation and plinth.
1. Testing certificate requires to be submitted.
2. Wetting of bricks requires for 03 to 24 hours before laying.
3. Curing commennced from 12 hours of laying and shall be done till 7 days.
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/bela shall conform to M-15. Sample to be used in the
work be got approved and further quantity shall be collected as per approved samples.
2.0 Workmanship
2.1. Proportion: The proportion of the cement mortar shall be 1:6 (1 Cement: 6 fine
sand) by volume.
2.2 Wetting of bricks/belas: The bricks/belas 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/belas are wetted with water is an indication of thorough wetting of
2.3.1 Laying: Bricks/belas shall be laid in English bond unless directed otherwise. Half or cut
bricks/belas 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/bela 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/bela 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/bela course shall be kept
2.3.4 The bricks/belas 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 brick/bela work 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/belas 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
2.4.2 The face of the brick/bela shall be cleaned the very day on which the brick/bela work is laid
and all mortar dropping removed.
Stamp & Signature of contractor
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 levelled, 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 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/bela 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/bela 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 extend to the full thickness of
(4) Drainage holes and recesses fro cement concrete blocks to embed hold fasts
for doors, windows, etc.
(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.
Item no: 07. Providing and laying cement concrete 1:4:8 (1 Cement : 4 Coarse sand :
black crushed stone aggregate 40mm Nominal size) and curing complete- excluding cost
of formwork Foundation and plinth. Consolidation shall be done by plate vibratory earth
compaction machine of 3 ton capacity.
Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6. Stones
aggregate 40 mm. nominal size shall conform to M-12.
2.0. Workmanship
2.1.1. Before stating concrete, the bed of foundation trenches shall be cleared of all loose
materials, levelled, watered and rammed as directed.
2.2. Proportion of Mix:
2.2.1. The proportion of cement, sand and coarse aggregate shall be one part of cement. Four
parts of sand and eight parts of stone aggregates and shall be measured by volume.
2.3.1. The concrete shall be mixed in a mechanical mixer at the site of work. Hand mixing may
however be allowed for smaller quantity of work if approved by the Engineer-in-Charge. When
hand mixing is permitted by the Engineer-in-Charge in case of break-down of machineries and in
the interest of the work, it shall be carried out on a water tight platform and care shall be taken to
ensure that mixing is continued until the mass is uniform in colour and consistency. However, in
such case 10% more cement than otherwise period 1. 1/2 to 2 minutes. The quantity of water
shall be just sufficient to produce a dense concrete of required workability for the purpose.
2.4. Transporting & Placing the Concrete:
Stamp & Signature of contractor
2.4.1.The concrete shall be handed from the place of mixing to the final position in not more than
15 minutes by the method as directed and shall be plated into its final position, compacted and
finished within 30 minutes of mixing with water i.e. before the setting commences.
2.4.2.The concrete shall be laid in layers of 15 cms. to 20 cms.
2.5.1. The concrete shall be rammed with heavy iron rammers and rapidly to get the required
compaction and to allow all the interstices to be filled with mortar.
2.6.1. After the final set, the concrete-shall be kept continuously wet if required by pounding for a
period of not. Less than 7 days from the date of placement
2.7. Mode of Measurement & Payment:
2.7.1.The concrete shall be measured for its length, breadth and depth, limiting dimensions to
those specified on plan or as directed.
The rate shall be for a unit of one cubic meter.
Item no: 08. Providing and laying Controlled Design Mix cement concrete of M-20 grade
for exposed structural concrete work including mechanical batching, mixing, hoisting,
lifting to all heights and levels, pouring, consolidating with mechanical vibrators, finishing
the exposed surfaces to a smooth, uniform texture and continuous water curing. The rate
excludes the cost of plywood formwork, centering, shuttering, and adjustable tubular steel
supports/props as well as the cost of steel reinforcement. for footing bases of columns,
foundations, and other mass concrete works.
1. Date of casting shall be mentioned and curing with Jute bag shall be done for 10 days.
2. Ensure concrete or PVC cover blocks are placed on all sides and bottom. All joints are
sealed tight with tape or PU foam.
Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6. Grit shall
conform to M-8. Graded stone aggregate 20mm nominal size shall conform to M-12.
2.1 The concrete mix shall be designed by preliminary tests, the proportioning of cement and
aggregates shall be done by weight and necessary precautions shall be taken in the production
to ensure that the required work cube strength is attained and maintained. The controlled
concrete shall be in grade of M-200 with prefix controlled added to it. The letter ‘M’ refers to mix
and numbers specify 28 days’ works cube compressive strength of 150mm cubes of the mix
expressed in Kg/ Cm2
2.2 The proportion of cement, sand and coarse aggregates shall be determined by weight. The
weigh batching machine shall be used for maintaining proper control over the proportion of
aggregates as per mix design.
The strength requirements of different grades of concrete shall be as under:
Grade of concrete Compressive strength of 15 cms. cubes in Kg / Cm2 at 28 days,
conducted in accordance with IS 516 –
Preliminary test (min) Work test (min)
In all cases, the 28 days’ compressive strength specified in above table be the criteria for
acceptance or rejection of the concrete. Where the strength of a concrete mix as indicated by
tests, lies in between the strength of any two grades specified in the above table, such concrete
Stamp & Signature of contractor
shall be classified in for all purposes as concrete belonging to the lower of the two grades between
which its strength lies.
2.3 Admixture may be used in concrete only with approval of Engineer – in – Charge based upon
the evidence that with the passage of time neither the compressive strength of concrete is
reduced nor are other requisite qualities of concrete and steel impaired by the use of such
3.0 Workmanship
3.1 The proportions for ingredients chosen shall be such that concrete has adequate workability
for conditions prevailing on the work in question and can be properly compacted with means
available except where it can be shown to the satisfaction of the Engineer – in – Charge, that the
supply of properly graded aggregate of uniform quality can be maintained till the completion of
work. Grading of aggregate shall be controlled by obtaining the coarse aggregates, in different
sizes and being in them in the right proportions as required. Aggregate of different sizes shall be
stocked in separate stock piles. The required quantity of material shall be stock piled several
hours, preferably a day before use. The grading of coarse and fine aggregate shall be checked
as frequently as possible, the frequency for a given job being determined by the Engineer – in –
Charge to ensure that the suppliers are maintaining the uniform grading as approved for samples
used in the preliminary tests.
3.2 In proportioning concrete, the quantity of both cement and aggregate shall be determined by
weight. Where the weight of cement is determined by accepting the maker’s weight per bag a
reasonable number of bags shall be weighed separately to check the net weight. Where the
cement is weighed from bulk stocks at site and not by bags, it shall be weighed separately from
the aggregates. Water shall either be measured by volume in calibrated tanks or weighed. All
measuring equipments shall be maintained in clean, and serviceable condition. Their accuracy
shall be periodically checked.
3.3 It is most important to keep the specified water cement ratio constant and at its correct value.
To this end, moisture content in both fine and coarse aggregates shall be determined by the
Engineer – in – Charge, according to the weather conditions. The amount of mixing water shall
then be adjusted to compensate for variations in the moisture content. For the determination of
moisture content in the aggregates, IS 2389 (Part III) shall be referred to. Suitable adjustments
shall also be made in the weights of coarse aggregates due to variation in the moisture content.
Minimum quantity of cement to be used in concrete shall not be less than 320 Kg / Cmt.
3.4.1 For all work, concrete shall be mixed in a mechanical mixer which along with other
accessories shall be kept in first class working condition and so maintained throughout the
construction. Measured quantity of aggregate, sand, cement required for each batch shall be
poured into the drum of the mechanical mixer while it is continuously running. After about half a
minute of dry mixing measured quantity of water required for each batch of concrete mix shall be
added gradually and mixing continued for another one and half a minute. Mixing shall be
continued till materials are uniformly distributed and uniform colour of the entire mass is obtained
and each individual particle of the coarse aggregate shows complete coating of mortar containing
its proportionate amount of cement. In no case shall the mixing be done for less than two minutes
after all ingredients have been put into the mixer.
3.4.2 Mixers which have been out of use for more than 30 minutes shall be thoroughly cleaned
before putting in a new batch. Unless otherwise agreed to by the Engineer – in – Charge the first
batch of concrete from the mixture shall contain only two thirds of normal quantity of coarse
aggregate. Mixing plant shall be thoroughly cleaned before changing from one type of cement to
3.5 Consistency
3.5.1 The degree of consistency which shall depend upon the nature of the work and methods of
vibration of concrete shall be determined by regular slump tests in accordance with IS 1199 –
Stamp & Signature of contractor
1959. The slump of 10 mm to 25 mm shall be adopted when vibrators are used and 80 mm when
vibrators are not used.
3.6.1 Contractor shall give the Engineer – in – Charge due notice before placing any concrete in
the forms to permit him to inspect and accept the false work and forms as to their strength,
alignment and general fitness but such inspection shall not reliever the contractor of his
responsibility for the safety of men, machinery, materials and for results obtained. Immediately
before concreting, all forms shall be thoroughly cleaned.
3.6.2 Centering design and its erection shall be got approved from the Engineer – in – Charge.
One carpenter with helper shall invariably be kept present throughout the period of concreting.
Movement of labour and other persons shall be totally prohibited for reinforcement laid in position.
For access to different parts, suitable mobile platforms shall be provided so that steel
reinforcement in position is not disturbed. For ensuring proper cover, mortar blocks of suitable
size shall be cast and tied to the reinforcement. Timber, kapachi or metal pieces shall not be
used for this purpose.
3.7 Transporting and laying
3.7.1 The method of transporting and placing concrete shall be as approved. Concrete shall be
so transported and placed that no contamination, segregation or loss of its constituent material
takes place. All form work shall be cleaned and made free from standing water, dust, snow or ice
immediately before placing of concrete. No concrete shall be placed in any part of the structure
until the approval of Engineer – in – Charge has been obtained.
3.7.2 Concreting shall proceed continuously over the area between construction joints. Fresh
concrete shall not be placed against concrete which has been in position for more than 30 minutes
unless a proper construction joint is formed. Concrete shall be compacted in its final position
within 30 minutes of its discharge from the mixer. Except where otherwise agreed to by the
Engineer – in – Charge concrete shall be deposited in horizontal layers to a compacted depth of
not more than 0.45 meter when internal vibrators are used and not exceeding 0.30 meter in all
3.7.3 Unless otherwise agreed to by the Engineer – in – Charge, concrete shall not be dropped
into place from a height exceeding 2 meters. When trucking or chutes are used they shall be kept
close and used in such a way as to avoid segregation. When concreting has to be resumed on a
surface which has hardened, it shall be roughened, swept clean, thoroughly wetted and covered
with a 13mm thick layer of mortar composed of cement and sand in same ratio as in the concrete
mix itself. This 13 mm layer of mortar shall be freshly mixed and placed immediately before
placing of new concrete. When concrete has not fully hardened, all laitance shall be removed by
scrubbing the wet surface with wire or bristle brushes, care being taken to avoid dislodgement of
any particles of coarse aggregate. The surface shall then be thoroughly wetted, all free water
removed and then coated with neat cement grout. The first layer of concrete to be placed on this
surface shall not exceed 150mm in thickness and shall be well rammed against old work,
particular attention being given to corners and close spots.
3.7.4 All concrete shall be compacted to produce a dense homogeneous mass with the assistance
of vibrators, unless, otherwise permitted by the Engineer – in – Charge for exceptional cases,
such as concreting under water, where vibrators cannot be used. Sufficient vibrators in
serviceable condition shall be kept at site so that spare equipment is always available in the event
Concrete shall be judged to be compacted when the mortar fills the spaces between the coarse
aggregate and begins to cream up to form an ever surface. Compaction shall be completed
before the initial setting starts i.e. within 30 minutes of addition of water to dry mixture. During
compaction, it shall be observed that needle vibrators are not applied on reinforcement which is
likely to destroy the bond between concrete and reinforcement.
Stamp & Signature of contractor
Immediately after compaction, concrete shall be protected from weather, including rain, running
water, shocks, vibration, traffic, rapid temperature changes, frost and drying out process. It shall
be covered with wet sacking, Hessian or other similar absorbent material approved, soon after
the initial set and shall be kept continuously wet for a period of not less than 14 days from the
date of placement. Masonry work over foundation concrete may be started after 48 hours of its
laying but curing of concrete shall be continued for a minimum period of 14 days.
3.9 Sampling and testing of concrete
3.9.1 Samples from fresh concrete shall be taken as per IS 1199 – 1959 and cubes shall be made,
cured and tested at 7 days or 28 days as per requirements in accordance with IS 516 – 1959. A
random sampling procedure shall be adopted to ensure that each concrete batch shall have a
reasonable chance of being tested i.e. the sampling should be spread over the entire period of
concreting and cover all mixing units. The minimum frequency of sampling of concrete of each
grade shall be in accordance with following:
Quantity of No. of Quantity of No. of samples
concrete in the samples concrete in the
6 – 15 Cmt. 2 51 and above 4 + one additional for each
additional 50 m. or part thereof.
NOTE : At least one sample shall be taken from each shift. Ten test specimens shall be made
from each sample, five for testing at 7 days and the remaining five at 28 days. The samples of
concrete shall be taken on each day of concreting as per above frequency. The number of
specimens may be suitably increased as deemed necessary by the Engineer – in – Charge when
procedure of tests given above reveals a poor quality of concrete and in other special cases.
3.9.2 The average strength of the group of cubes cast for each day shall not be less than the
specified cube strength of 150 Kg / Cm2 at 28 days. 20 % of the cubes cast for each day may
have value less than the specified strength provided the lowest value is not less than 85% of the
specified strength. If the concrete made in accordance with the proportions given for a particular
grade, does not yield the specified strength, such concrete shall be classified as belonging to the
appropriate lower grade. Concrete made in accordance with the proportions given for a particular
grade shall not, however, be placed in a higher grade on the ground that the test strength are
higher than the minimum specified.
4.0.1 The Engineer – in – Charge shall be informed in advance by the contractor of his intention
to strike the form work. While fixing the time for removal of form work, due consideration shall be
given to local conditions, character of the structure, the weather and other condition that influence
the setting of concrete and of the materials used in the mix. In normal circumstances (generally
where temperatures are above 20° C and where ordinary concrete is used, forms may be struck
after expiry of periods specified in item for respective item of form work.
4.0.2 All form work shall be removed without causing any shock or vibration as would damage
the concrete. Before the soffit and struts are removed, the concrete surface shall be exposed,
where necessary in order to ascertain that the concrete has sufficiently hardened. Centering shall
be gradually and uniformly lowered in such a manner as to permit the concrete to take stress due
to its own weight uniformly and gradually. Where internal metal ties are permitted, they or their
removable parts shall be extracted without causing any damage to the concrete and remaining
holes filled with mortar. No permanently embedded metal part shall have less than 25 mm cover
to the finished concrete surface. Where it is intended to re-use the form work, it shall be cleaned
and made good to the satisfaction of the Engineer – in – Charge. After removal of form work and
shuttering, the Executive Engineer shall inspect the work and satisfy by random checks that
concrete produced is of good quality.
Stamp & Signature of contractor
4.0.3 Immediately after the removal of forms, all exposed bolts etc., passing through the cement
concrete member and used for shuttering or any other purpose shall be cut inside the cement
concrete member to a depth of at least 25 mm below the surface of the concrete and the resulting
holes be filled by cement mortar. All line caused by form joint, all cavities produced by the removal
of form ties and all other holes and depressions, honeycomb spots, broken edges or corners and
other defects shall be thoroughly cleaned, saturated with water and carefully pointed and
rendered true with mortar of cement and fine aggregate mixed in proportions used in the grade
of concrete that is being finished and of as dry consistency as is possible to use. Considerable
pressure shall be applied in filling and pointing to ensure thorough filling in all voids. Surfaces
which are pointed shall be kept moist for a period of 24 hours.
If rock pockets / honeycombs in the opinion of the Engineer – in – Charge are of such and extent
or character as to effect the strength of the structure materially or to endanger the life of the steel
reinforcement, he may declare the concrete defective and require the removal and replacement
of the portions of the structure effected.
4.1 Mode of measurement and payment
4.1.1 Controlled concrete RCC for work as specified shall be measured under this item. The rate
excluded the cost of form work.
4.1.2 The consolidated cubical contents of concrete work as specified in item shall be measured.
The concrete laid in excess of section shown on drawings or as directed shall not be measured.
No deduction shall be made for –
(a) Ends of dis-similar materials such as joists, beams, posts, girders, rafters, purlin trusses,
corbels and steps, etc. up to 500 Sq. Cm. in section.
(b) Opening up to 0.1 Sq. M.
4.1.3 The rate includes cost of all materials, labour, tools, and plant required for mixing, placing
in position, vibrating and compacting, finishing as directed, curing and all other incidental
expenses for producing concrete of specified strength.
4.3 The rate shall be for a unit of one cubic meter.
Item no: 09. Providing and laying Controlled Design Mix cement concrete of M-20 grade
for exposed structural concrete work including mechanical batching, mixing, hoisting,
lifting to all heights and levels, pouring, consolidating with mechanical vibrators, finishing
the exposed surfaces to a smooth, uniform texture and continuous water curing.. The rate
includes the cost of plywood formwork, centering, shuttering and adjustable tubular steel
supports/props but excludes the cost of steel reinforcement. for beams at G.F, F.F and
Staircase levels.
1. Date of casting shall be mentioned and curing with Jute bag shall be done for 10 days
for slab beam curing shall be done with water spray 3-4 times a day till 10 days.
2. Ensure concrete or PVC cover blocks are placed on all sides and bottom. All joints are
sealed tight with tape or PU foam.
---do--- with relevant specifications of item No. 08 shall be followed but for M-20 for beams at
G.F, F.F and Staircase levels.
Item no: 10. Providing and laying Controlled Design Mix cement concrete of M-20 grade
for exposed structural concrete work including mechanical batching, mixing, hoisting,
lifting to all heights and levels, pouring, consolidating with mechanical vibrators, finishing
the exposed surfaces to a smooth, uniform texture and continuous water curing. The rate
includes the cost of plywood formwork, centering, shuttering and adjustable tubular steel
supports/props but excludes the cost of steel reinforcement. for vertical walls at G.F, F.F
and Staircase levels.
Stamp & Signature of contractor
1. Date of casting shall be mentioned and curing with Jute bag shall be done for 10 days
for slab beam curing shall be done with water spray 3-4 times a day till 10 days.
2. Ensure concrete or PVC cover blocks are placed on all sides and bottom. All joints are
sealed tight with tape or PU foam
---do--- with relevant specifications of item No. 08 shall be followed but for M-20 vertical walls at
G.F, F.F and Staircase levels.
Item no: 11 Providing and laying Controlled Design Mix cement concrete of M-20 grade for
exposed structural concrete work including mechanical batching, mixing, hoisting, lifting
to all heights and levels, pouring, consolidating with mechanical vibrators, finishing the
exposed surfaces to a smooth, uniform texture and continuous water curing. The rate
includes the cost of plywood formwork, centering, shuttering and adjustable tubular steel
supports/props but excludes the cost of steel reinforcement. for Sill, Lintel, Chajja, Slab,
Coping, other cantilever portion at G.F, F.F and Staircase levels.
1. Date of casting shall be mentioned and curing with Jute bag shall be done for 10 days
for slab beam curing shall be done with water spray 3-4 times a day till 10 days.
2. Ensure concrete or PVC cover blocks are placed on all sides and bottom. All joints are
sealed tight with tape or PU foam
---do--- with relevant specifications of item No. 08 shall be followed but for M-20 for Sill, Lintel,
Chajja, Slab, Coping, other cantilever portion at G.F, F.F and Staircase levels.
Item no: 12. Providing and fixing in position TMT steel reinforcement bars of grade Fe
Fe 500D, Fe 550 or Fe 550D conforming to IS 1786 in RCC structures includes straightening
of bars, cutting, bending, cranking and forming hooks and bends as per approved
structural drawings and BBS. Bars shall be placed securely in position and bound tightly
at intersections using 16-gauge (1.6mm) annealed binding wire also includes providing
and placing the necessary steel chairs, spacers or link lap bars to maintain structural
stability during concrete placement. The rate includes the cost of all materials, labour,
tools, tackles, scaffolding and machinery complete as directed by E.I.C. at G.F, F.F and
Staircase levels.
1. LoT testing certificate & Bill requires to be submitted.
All reinforcement TMT bar specified in item shall confirm to relevant IS standard 1786 for
thermomechanical Tested bars, wherever tested bards to be used, certificate for the same from
manufacture shall be submitted. If it is instructed by Executive Engineer, contractor shall have to
arrange for testing of bars at the laboratory or institution, suggested by GETCO at his cost.
If the bars are to be supplied by GETCO at specified rate, in schedule “A” the same shall be
collected and carted to the site of use.
Bars shall be bent as per bar bending schedule supplied with drawing. If bar bending schedule is
not supplied contractor shall prepare it and get it approved at the site before cutting for fabrication.
Bars shall be clean, free form rust, dust, mud etc. if coils are there, they shall be first straightened.
Bars shall be cut according to the cutting length specified/approved by department. Bars shall be
bent gradually. Bars having crack or spits shall be rejected. Bars shall be bent cold, unless
otherwise specified in case of higher diameter bars. If bar is bending wrongly, it should be
straightened and recent such that it does not injure the materials.
Laps and splices shall be got approved. They shall be staggered and shall be at location
shown/approved. Lapping shall be avoided when full length bars are available. All laps, hooks,
bends etc. shall be provided as per IS standards.
Reinforcement bars shall be place in position as per drawing or details given. It shall be tied with
annealed black wire/G.I. wire of 18 gauge. Blocks, spacers, chairs etc., shall be provided as per
IS. 2502 at places instructed.
Stamp & Signature of contractor
Bars shall be provided with clear cover as shown in drawing or as instructed on site. Cover shall
be provided with cement mortar cover block prepared of specified thickness with binding wire
embedded to fix cover in position and tie with the reinforcement so that it may not get disturbed.
Minimum clear cover shall be less than 13 mm or diameter of bars for slabs. For beam and
columns depending on size it shall be 20mm to 25mm. Cover shall be provided depending on
structure, weather condition, location of structure etc., as per IS I.
After the reinforcement is tied and checked by contractor himself, it shall be got checked by
GETCO’s authorized representative and okayed for pouring of concrete.
Quantity of reinforcement bars in M.T. embedded in concrete shall be paid. Weight shall be
computed on cutting length approved or given multiplied by standard weight of particular diameter
of bars as per IS standards. Work shall to be carried out at all levels. “Rate quoted shall inclusive
of wastages, cost of binding wire etc., No separate payment will be made for binding wire.
However, laps, dowels etc., shall be paid as per drawing or as approved in site.
Item no: 13. Providing & applying 20mm thick cement plaster in single coat on
masonry/Bela/concrete wall/ceiling for plastering up to floor two level finished even and
smooth in Cement mortar1: 4 (1 cement: 4 sand) finished including scaffolding curing etc.
1. Curing for minimum 7days shall be carried out with minimum 3 times a day.
2.2.1. Materials
2.2.2. Water shall conform to M-1; The cement mortar of proportion 1:3 shall conform to
2.2.3. Scaffolding:
2.2.4. Wooden bullies, bamboos, planks, trestles and other scaffolding shall be sound. These
shall be properly examined before erection and use. Stage scaffolding shall be provided for ceiling
plaster which shall be independent of the walls.
2.2. Preparation of back-ground:
2.2.5. The surface shall be cleaned of all dust, loose mortar droppings, traces of algae,
efflorescence and other foreign matter by water or by brushing. Smooth surface shall be
toughened by wire brushing if it is not hard and by hacking if it is hard. In case of concrete surface,
if a chemical retarded has been applied to the form work, the surface shall be roughened by wire
brushing and all the resulting dust and loose particles cleaned off and care shall be taken that
none of the readers if left on the surface. Trimming of projections on brick/concrete surfaces
where necessary shall be carried out to get an even surface. Raking of joints in case of masonry
where necessary shall be allowed to dry out for sufficient period before carrying out the plaster
2.2.6. The work shall not be soaked but only damped evenly before applying the plaster. If the
surface becomes dry, such area shall be moistened again.
2.2.7. For external plaster, the pestering operation shall be started from top floor and carried
downwards. For internal plaster, the plastering operations may be started wherever the building
frame and cladding work are ready and the temporary supports of the ceiling resting on the wall
of the floor have been removed. Ceiling
plaster shall be completed before starting plaster to walls.
2.3. Application of plaster:
2.3.1. The plaster about 20x20cms. shall be first applied horizontally and vertically at not more
than 2 meter intervals over the entire surface to serve as gauge. The surfaces of these gauges
shall be truly in plane of the finished plastered surface. The mortar shall then be applied in uniform
surface slightly more than the specified thickness, then brought to a true surface by working a
wooden straight edge reaching across the gauges with small upward and sideways movements
at a time. Finally, the surface shall be finished off true with a trowel or wooden float according as
a smooth or a smooth or a sandy granular texture is required Excessive towelling or overworking
Stamp & Signature of contractor
the float shall be avoided. All corners, arises, angles and junctions shall be truly vertical or
horizontal as the case may be and shall be carefully finished. Rounding or chamfering, corners,
arises junctions etc. shall be carried out with proper templates to be size required. Cement plaster
shall be used within half an hour after addition of water. And mortar or plaster which is partially
set shall be rejected and removed forthwith from the site. In suspending the work at the end of
the day, the plaster shall be left out clean to the line both horizontally and vertically, when
recommencing the plaster, the edges of the old work shall be scraped clean and wetted with
cement putty before plaster is applied to the adjacent areas to enable the two to properly join
together. Plastering work shall be closed at the end of the day on the body of the wall and nearer
than 15 cm. to any corners or arises. It shall not be closed on the body of features such as plaster
bands and cornices hot at the corners or arises. Horizontal joints in plaster work shall not also
occur on parapet tops and copings as these invariably lead to leakage. No portion of the surface
shall be left out initially to be packed up later on. Each coat shall be kept damp continuously till
the next coat is applied or for a minimum period of 7 days. Moistening shall commence as soon
as plaster is hardened sufficiently. Soaking of walls shall be avoided and only as much water as
can be readily absorbed shall be used, excessive evaporation on the sunny or windward side of
building in hot air or dry weather shall be prevented by hanging matting’s or gunny bags on the
outside of the plaster and keeping them wet.
3.0. Mode of measurements & payment
3.1. The rate shall include the cost of all materials, labour and scaffolding etc. involved in the
operations described under workmanship.
3.2 All plastering shall be measured in square meters unless otherwise specified. Length breadth
or height shall be measured correct to a centimetre.
Item no: 14. Providing & fixing PRINCE/ SUPRIME/ ASTRAL/ FINOLEX/ ASHIRVAD/
DUTRON brand or equivalent approved quality rigid P.V.C. pipe for rain water including
necessary fittings like bends, shoe, cowl etc. & fixing the pipes to the wall in plumb by
means of G.I. Clamps of 18-gauge sheet at 1 to 1.5-meter distance, filling the joints with
approved solution complete as directed by E.I.C. - 90 mm Dia.
The pipe material and specials like bend shoe cowl coupler etc. shall confirm to grade and quality
specified in relevant IS code. The spout pipe shall be fixed at level, suitable to drain complete
rainwater. The vertical pipes shall be truly in plumb, shall be fixed to walls by means of G.I. clamps
of approved quality with G.I. studs, saddles etc. complete leak proof test shall be given before
payment is realized.
P. V. C. pipes shall be fixed on wall with wooden plugs and suitable clamps.
The pipes and sockets shall be accurately cut. The ends of the pipes and fittings should be
absolutely free from dirt and dust. The outside surface of the pipes and the inside of the fittings
shall then be roughened with emery paper, and then solvent cement joint. Since solvent cement
is aggressive to P.V.C., care must be taken to avoid applying excessive cement to the inside of
pipe sockets as any surplus cement cannot be wiped off after jointing. Empty solvent cement tins,
brushes, rags, or paper impregnated with cement should not be buried in the trenches. They
should be gathered, not left scattered about, as they can prove to be a hazard to animals, which
Item no:15. Providing, erecting and fixing engineered formwork using marine grade
waterproof plywood shuttering (minimum 12mm to 18mm thickness) with clean steel frame
backings to achieve a smooth, uniform, exposed concrete finish. including centering,
shuttering, strutting, bracing and propping at any height or depth from the supporting sub
base up to the structural plinth level and the subsequent removal of the same. The rate
includes the cost of all materials, labour, specialized tools, tackles and staging machinery,
applying approved non-staining chemical mold release agents, sealing all panel joints with
foam tape or grout-tight seals and meticulously stripping and clearing the formwork after
Stamp & Signature of contractor
the required curing period without damaging concrete corners or faces for RCC and PCC
structural components of column footings, foundations, raft bases and pedestals as
directed by E.I.C.
The work must be carried out as per item description and as directed by E.I.C.
15.1. 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.
15.2. 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.
15.3. 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
minutes depending upon thickness.
15.4. When water glue is used the wood absorbs so much water that the finished
Plywood must be dried carefully. When synthetic resigns are used as adhesive the
finished plywood must be exposed to an atmosphere of controlled humidity until the
proper amount of moisture has been absorbed.
15.5. According to I.S: 303-1975 the plywood for general purpose shall be of the grades
namely BWR, WWR and CWR, depending upon the adhesives used for bonding the
veneers, and it will be further classified into six types namely AA, AB, AC, BB, BC and CC
based on the quality of the two faces each face being of three kinds namely A, Band C After
pressing, the finished plywood should be reconditioned to a moisture content not less than
8 percent and not more than 16 percent. Thickness of plywood Boards:
Board Thickness Board Thickness Board Thickness Board Thickness
3 ply 3mm 5 ply 5mm 7 ply 9mm 9 ply 16mm
5mm 7mm 16mm 11ply 19mm
6mm 8mm 9 ply 13mm 25mm
Item no: 16. Providing and operating JCB mechanical excavator/ loader at the site for
clearing the area including cutting, uprooting and removing wild babul bushes, shrubs and
jungle growth from the sides by pushing and clearing as directed by the Engineer-in-
Charge (EIC). The cost includes of the machine, fuel, lubricants, deployment of a qualified
operator, required skilled/unskilled labour, tools, tackles and all necessary equipment to
prepare a clean and accessible approach road complete in all respects with safe disposal
of cleared materials as instructed by EIC.
The work shall be carried out as per description of the item. The rate shall be for a unit of Hours.
The payment shall be made per no. of Hours provided and Operated.
Item no: 17 Providing Stone pitching on a sloppy embankment with uncoursed rubble of
230 mm size of hard black stone with small size of chips and earth in the voids including
of cement flush pointing in 1:1 (1- Cement: 1 Sand) including Levelling the area with
required cutting /filing in slope and all required materials labour/royalty etc. complete as
directed by EIC.
The work must be carried out as per item description and as directed by EIC.
Stamp & Signature of contractor
Item no: 18. Providing & fixing Non-woven geo-textile fabric sheet of 200 GSM (100 %
Polypropylene) in position between filling and Gabion wall including transportation,
loading, unloading, carting and all necessary labour works etc. completed as directed by
Engineer in charge.
The work must be carried out as per item description and as directed by EIC.
Stamp & Signature of contractor
Stamp & Signature of contractor
Stamp & Signature of contractor
Stamp & Signature of contractor
Stamp & Signature of contractor
(E) APPENDICES/ ANNEXURE
TENDERER’S EXPERIENCE
A List of Similar jobs executed by the Contractor &Name with address of a Person whom reference can
be made, by the Corporation, if required necessary.
[TENDERers shall submit the information in the Format detailed here under]
Sr Descriptio Value Constructio Actual Date Clien Persons Principal
. n Of Work n Constructio Of t to Feature
N of Work Execute Period n Completio whom s
o d as per Period n Referenc
Rs. Contract for the e
Completion may be
of the work made
Contractor’s Representative legible signature: ______________________
Seal of the company
Stamp & Signature of contractor
WORKS TENDERED / IN HAND
Details of other Works, TENDERed for & in hand, as on the date of the Submission of this TENDER
[TENDERers shall submit the information in the
Format detailed here under]
Sr. Name of Work in hand Work TENDER for Remarks
TENDER Cost of Anticipated Estimated Date Stipulated
Cost Remaining Date of Cost when Date or
work Completion decision period
Contractor’s Representative legible signature: ______________________
Seal of the company Date & place: _______________________________________________
Stamp & Signature of contractor
TENDERER’S DETAILS OF PERSONNEL
The List of Technical Personnel intended to be placed at the Work by the Contractor.
[TENDERers shall submit in the Format detailed here under]
Sr. Description Name Qualification Professional Remarks
No. &Details Experience
of position & details of
Contractor’s Representative legible signature: ______________________
Seal of the company
Stamp & Signature of contractor
TENDERER’S DETAILS OF MACHINERY
The List of Technical Personnel intended to be placed at the Work by the Contractor.
[TENDERer shall submit in the Format detailed here under.
Sr. Description & Capacity Numbers Make Remarks
Contractor’s Representative legible signature: ______________________
Seal of the company
Stamp & Signature of contractor
PERFORMA, SHOWING THE DETAILS OF SITE VISIT DONE BY AGENCY BEFORE
QUOTING THE TENDER.
[TENDERers shall submit in the Format detailed here under]
Contractor’s Representative legible signature: ______________________
Seal of the company
I/We have read and clearly understood the terms, conditions, schedule`B` and Technical
Specifications put by GETCO on WEB site.
I/We hereby accept all the conditions and specifications of this TENDER document.
SIGNATURE OF CONTRACTOR. Superintending Engineer
(With rubber stamp/seal of the company) GETCO, Junagadh
Stamp & Signature of contractor
Qualification Requirement.
Contractor must fill up below details & should place at the top of the Technical
Sr No: List of Documents
1 Registration Class – with valid up to
3 Partnership deed/Proprietor (Notarized copy)
4 Power of Attorney (Notarized copy)
5 Bl. Sheet / P&L A/C, Statement of last three
6 Latest Solvency certificate. Rs. Lacs issued by
Bank, branch dtd.
7 GST Registration No.
9 Experience certificate – form 3A of last
years (minimum value of similar work done
should be equal to or more than 50% of
10 Technical bid (All pages of TENDER with duly
filled all Appendix & annexure with stamp &
Stamp & Signature of contractor
Qualification Requirement.
Contractor must fill up above details
1. PRICES: [FIRM ONLY]
(Please Specify YES / NO.)
2. PENALTY TERMS AGREED
(Please Specify YES / NO.)
3. SECURITY TERMS AGREED:
(Please Specify YES / NO.)
4. TERMS AGREED:
(Please Specify YES / NO.)
5. VALIDITY Of the offer for 180 DAYS From the date of
opening of the Technical Bid: AGREED:
(Please Specify YES / NO.)
6. PAYMENT TERMS AGREED:
(Please Specify YES / NO.)
7. MOBILE NOS., TELEPHONE NOS. & FAX NO:
8. Authorized person of the firm:
9. Name of the proprietor, partners, directors [as the case may
be], along with address, telephone, fax no. etc.
Signature of Tenderer Company’s Round Seal
Stamp & Signature of contractor
ANNEXURE-VIII (to be upload online)
(On the letter pad of the company).
UNDERTAKING IN RESPECT OF REFERENCE TO NCLT UNDER INSOLVENCY &
BANKRUPTCY CODE
Subject: - Undertaking in respect of reference to NCLT under insolvency & bankruptcy code
Name of Work: RCC revetment/protection wall work at various live Tower/DP Transmission
line locations under Junagadh Circle.
Tender No. TCJND/2026-27/N-58
In connection with above subject, I / We confirm that our firm is not declared in NCLT under
Insolvency & Bankruptcy Code. Further, I / We also agree that, if any found NCLT under
Insolvency & Bankruptcy Code, the offer shall be out rightly rejected without assigning any
reason thereof.
(Seal, Sign & Name of Authorized Signatory of Bidder)
Stamp & Signature of contractor
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