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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹66.1 L
EMD Value
₹66,130
Closing Date
30 Jan 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Engineer, GETCO, Circle Office, Amreli
Constructing of three nos of Gram Panchayat at Tansa, Hoidad, Malekvadar, and constructing of one Anganwadi at Thordi Village under Ghogha Taluka Bhavnagar District under GETCO Corporate Social Responsibility (CSR).
260707
TCAL/CMC/CIVIL/CSR/158/2023-24 (12th Attempt)
Open
Civil Works
Works
Amreli
17 documents required · 15 mandatory · 2 optional
₹2,832
Superintending Engineer, GETCO, Circle Office, Amreli
₹66,130
2 Jan 2026
2 Jan 2026
2 Jan 2026
30 Jan 2026
2 Jan 2026
1 Quality Assurance
Transmission Circle - Amreli
Near 66KV Amreli S/S, Keriya Road, AMRELI –
Email: [email protected]; [email protected]
TENDER NOTICE No. TCAL/CMC/CIVIL/CSR/158/2023-24
The Superintending Engineer (TR.),Amreli invites “On line Tenders” (e-tendering) for the “Constructing
of three nos of Gram Panchayat at Tansa, Hoidad, Malekvadar, and constructing of one An-
ganwadi at Thordi Village under Ghogha Taluka Bhavnagar District under GETCO’S Corpo-
rate Social Responsibility (CSR)” from registered Contractors in appropriate class with GETCO/Cen-
tral/State Government/Railway/Semi. Govt. and who has executed civil works successfully as mentioned in
Qualification Requirement criteria given in the tender document. Bidders should fulfill the all the qualifica-
tion criteria. Otherwise their bids will not be considered & price bid will not be opened. All the bidders should
have valid e-tender vender registration.
Tender Papers & Specifications may be down loaded from Web site https://getco.nprocure.com (For view,
down load and on line submission) and GUVNL/GETCO web sites www.gseb.com & www.getcogujarat.com
(For view & download only). All tender documents are to be uploaded through online only (mandatory) on
(n) procure portal including scanned copy of duly attested Tender fee, EMD and Integrity Pact. Tender fee,
EMD and Integrity Pact are to be submitted physically by Registered Post A.D. or Speed Post addressed to:
The Superintending Engineer (TR.), GETCO, Near 66KV Amreli S/S, Keriya Road, Amreli-365601 “NO
COURIER SERVICE OR HAND DELIVERY” will be allowed.
Sr. No. Name of Work Tender Cost Rs. Rs. priate
TCAL Constructing of three 66,12,600.50/- 06 2832/- 66,130/- Class- D
/CMC/ nos of Gram Panchayat (With 18% GST Months [2400 & above
CIVIL/ at Tansa, Hoidad, Ma- & 1% W.C) +
CSR lekvadar, and con-
/158/ structing of one An- (GST @
2023- ganwadi at Thordi Vil- 18.00%
24 lage under Ghogha Ta- )]
luka Bhavnagar District
under GETCO’S Corpo-
rate Social Responsibil-
On line (E-tendering) tender/ offer submission last date up to
hours only (This is mandatory)
Date of opening of Preliminary & Technical Stage (online opening) at
shall be intimated sepa-
3 Tentative Date of on-line opening of Price bid.
Payment of Tender Fee as well as EMD will be accepted through RTGS/NEFT
1. Bidder has to upload scanned copies of original (Notarized / self-attested copies of original –
as specified in tender document) documents with bid and no physical documents to be sub-
mitted by bidder except Tender fee, EMD and Integrity pact.
2. Bidder has to submit the only Tender fee, EMD and Integrity pact in physical form in sealed cover
2 Quality Assurance
superscripted with the “Name of Work” on OR before due date and time. All such documents should
be strictly submitted by RPAD / speed post only. Otherwise the offer will not be considered and no
any further communication in the matter will be entertained on or before due date of submission
3. Bidders have to submit Technical bid as well as Price bid in electric format only on above mentioned
website till the date and time shown above. It is required that physical submission of only tender
fees, EMD( DD/NEFT/RTGS transection Slip/Local Banker’s cheque,)dully signed integrity packed
to be done. However, of anywhere in tender documents submission of other than this docu-
ment physical submission mentioned to be overlooked.
4. If the EMD amount is should be paid either by Demand Draft or local Banker’s Cheque. Payment
of EMD by RTGS/NEFT/on line shall be encouraged. In case of payment through RTGS/NEFT
bidder has to mail following details as under
iii) [email protected]
The transection slip of payment made by RTGS/NEFT is to be uploaded in N-procure with tender
Required Details
1 Name & Address of the bidder
2 Bidder GST No
3 Tender No with due date
4 Mode of Transfer
5 Ref. ID with Bank Details
7 Payment against (Tender Fee/ EMD)
Bidder has to provide all above details by email on the same date of payment so that receipt can
5. GETCO Beneficiary Bank detail is as under:
Name of Account
1 The Superintending Engineer, TR GETCO,AMRELI
3 Name of Bank STATE BANK OF INDIA
5 Address of Bank LIBRARY CHOWK- AMRELI
6 IFSC Code SBIN0060030
6. 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.
7. It shall be sole responsibility of the bidder that the uploaded scanned documents (in PDF from) re-
main legible and should not be password protected.
8. All the relevant scanned documents as per requirement of the tender are to be upload through online
only on n procure portal excluding Tender fee, EMD and attested Integrity Pact. Physical copies of
Tender fee, EMD and Integrity Pact to be submitted in sealed cover on OR before due date and time.
Tender fee, EMD and Integrity Pact should be strictly submitted by RPAD / speed post only, other-
wise the offer will not be considered and no any further communication in the matter will be enter-
tained. (All tender documents including Price bid are not to be submitted with the physical docu-
ments except Tender fee, EMD and Integrity Pact).
9. Tender will be evaluated on Data / Details / Documents of the online offer only.
10. It is mandatory for all the bidders to upload their tender documents by on line (E-tendering) in
scheduled time.
11. The bidders are required to fill up all the online annexure / forms. This is intended for transparency
and speedy evaluation of the bids. Instead of simply confirming / attached in bid, the Bidder shall fill
3 Quality Assurance
in the particulars against appropriate place in respect of each line appearing in each online annexure.
Wherever required, bidder shall invariably have to upload supporting authentic documents in the
online bid. (In the absence of required details in the online annexure, the owner has every right to
evaluate the bids accordingly and bidder cannot raise any objection against any point during evalu-
12. Bidders are requested to remain in touch with the web-site for any amendment / corrigendum or
extension of due date etc.
13. 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 re-
sponsibility for late receipt of tender.
14. The Earnest Money Deposit and tender fee will be accepted by Demand Draft/NEFT/RTGS on any
Nationalized Bank only situated at ““AMRELI” drawn in favor of “GUJARAT ENERGY TRANSMIS-
SION CORPORATION LTD.” EMD and Tender Fee Demand Draft/NEFT/RTGS with different pur-
chaser or agency shall not be accepted. Tender without EMD and tender fee shall be rejected. Two
separate demand draft for Tender fee and EMD should be submitted.
15. The GETCO reserves the right to award the work to one or more bidders, considering their technical
and financial capacity OR to reject any or all tenders or accept any tender without assigning any
reason thereof.
Any technical questions, information and clarifications that may be required pertaining to this en-
quiry should be referred to: The Superintending Engineer (TR.), GETCO, Near 66KV Amreli S/S,
Keriya Road, Amreli-365601.
GETCO reserves the right to reject any OR all tenders without assigning any reasons thereof
Yours faithfully,
Superintending Engineer (TR.)
GETCO,C.O. Amreli
To view the PDF file please use “Acrobat Reader” software which can be downloaded from “Adobe”
4 Quality Assurance
GUJARAT ENERGY TRANSMISSION CORPORATION LIMITED - VADODARA
INTEGRITY PACT - OUR ENDEAVOUR
Name of Work: Constructing of three nos of Gram Panchayat at Tansa, Hoidad, Malekvadar, and con-
structing of one Anganwadi at Thordi Village under Ghogha Taluka Bhavnagar District
under GETCO’S Corporate Social Responsibility (CSR)
Ref: TCAL/CMC/CIVIL/CSR/158/2023-24
To create environment where Business Confidence is built through Best Business, Practices and is fos-
tered in an atmosphere of trust and respect between providers of goods and services and their users for
the ultimate benefit of society and the nation.
GETCO COMMITMENT PARTY’S COMMITMENT
o To maintain the highest ethical standards in o Not to bring pressure/recommendations out-
business and profession. side GETCO to influence its decision.
o Ensure maximum transparency to the Satisfac- o Not to use intimidation, threat, inducement or
tion of stakeholders Pressure of any kind on GETCO or any of it’s
employees under any circumstances.
o To ensure to fulfill the terms of agreement/ o To be prompt and reasonable in fulfilling the
contract and to consider objectively the view- contract, agreement, legal obligations.
point of parties.
o To ensure regular and timely release of pay- o To provide goods and / or services timely as
ment on due dates for work done. per agreed quality and specifications at mini-
mum cost to GETCO.
o To ensure that no improper demand is made o To abide by the general discipline to be main-
by employees or by anyone on our behalf. tained in our dealings.
o To give maximum possible assistance to all the o To be true and honest in furnishing infor-
Vendors/Suppliers/Service provider and oth- mation including payment to agents/sub-
ers to enable them to complete the contract in agents.
o To provide all information to suppliers/ con- o Not to divulge any information, business de-
tractors relating to contract/Job which facili- tails available during the course of business re-
tate him to complete the contract/job success- lationship to others without the written con-
fully in time. sent of GETCO.
o To ensure minimum hurdles to Vendors/ sup- o Not to enter into carter/syndicate/under-
pliers/contractors in completion of agree- standing whether formal/non formal so as to
ment/contract/work order. influence the price.
Seal & Signature Seal & Signature
(GETCO Authorized Signatory) (Party’s Authorized Person)
5 Quality Assurance
Technical Specification & Commercial Conditions
6 Quality Assurance
INSTRUCTIONS TO THE BIDDERS
7 Quality Assurance
Transmission Circle - Amreli
Near 66KV Amreli S/S, Keriya Road, AMRELI –
Email: [email protected]
(A) INSTRUCTIONS TO THE BIDDERS
(A1) SCOPE OF WORK :
Constructing of three nos of Gram Panchayat at Tansa, Hoidad, Malekvadar, and constructing of one An-
ganwadi at Thordi Village under Ghogha Taluka Bhavnagar District under GETCO’S Corporate Social Re-
sponsibility (CSR)
1) The site of proposed work is situated at Amreli TR Circle jurisdiction. The works shall be carried
out as per tenders specifications & detailed work order.
2) Any activity not specifically mentioned in the tender but necessary in the opinion of engineer in
charge of work must be carried out for successful completion of the job, on getting approval of com-
petent 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 credit-
ing 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 infor-
mation that may be necessary for quoting the tender bid and entering in to contract. All cost and
liabilities arising out of the site visit shall be at bidder account.
(A2) EARNEST MONEY DEPOSIT:
1) Bidders are requested to pay an earnest money deposit (1% of estimated cost) by demand
draft/NEFT/RTGS only on any Nationalized Bank at Amreli for the amount as specified in the tender
notice. Payment of EMD in form of Cheque or any other form other than NEFT/RTGS shall not be
accepted. EMD and Tender Fee Demand Draft /NEFT/RTGWS with different purchaser or agency
shall not be accepted.
2) The EMD shall be submitted along with submission of Technical bid only. In no case it shall be sub-
mitted with sealed cover of Price Bid.
3) Tenders not accompanied by EMD shall be rejected.
4) If during the tender validity period, i.e. 180 days, the tenderer withdraws his tender, the EMD shall
be forfeited and the tenderer may be disqualified from tendering for further works of GETCO.
5) The EMD will be returned promptly to the unsuccessful tenderer. The EMD will be returned to the
successful tenderer after he furnishes the Security Deposit for performance and duly enters in to
the contract. If he fails to furnish the SD or to execute the contract for the work offered to him, his
EMD shall be forfeited and the tenderer may be disqualified from tendering for further works for
(A3)(a) COMPLETION PERIOD:
“The time limit for the completion of the above work will be 06(Six) calendar months from the
commencement of the work, which will be reckoned on the 10th day of issuance of LOI.”
8 Quality Assurance
One month additional will be considered for the rainy season if the scheduled execution pe-
riod 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
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
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 sup-
ply to DISCOM within 5 days from the date of issue of LOI. It is necessary for the bidders to
apply within first 5 days from the date of LOI for temporary power connection considering
days required by Distribution company to provide the power connection as per their SOP,
making thereby availability of power supply on 10th day of LOI.
Any delay in making the application for temporary power connection beyond initial 5 days
shall be on account of bidder.
(A4) SECURITY DEPOSIT:
As per prevailing rules of the Corporation, 5% of the contract value shall be paid as ‘Security Deposit’. As
per Government of Gujarat vide circular No. JNV.10212/520A dtd. 26.06.2012 & GERC audit report, con-
tractor has to pay 100% SD upon placement of LOI within 10 days. Therefore, 100% of S.D. shall be paid
at Transmission Circle, Amreli within 10 days from receipt of letter of intent either
a) In form of DD in favor of "Gujarat Energy Transmission Corporation Ltd.” of any Nationalized
Bank payable at Amreli OR
b) In form of Bank Guarantee of any Nationalized Bank as per the approved format of the Corpo-
ration valid for minimum period of time limit plus guarantee period of one year.
The security deposit will be refunded only after the completion of 1 year guarantee period of
work completed or finalization of final bill whichever is later.
If Security Deposit is not paid within 10 days of issue of LOI, EMD paid will be forfeited and Cor-
poration will not deal with party for the period of two years.
(A5) OTHER INSTRUCTIONS:
1) Tenders must be submitted in the enclosed schedule of work & quantities. Those received in any
other form will not be accepted. They should be accompanied by a covering letter in which the bidder
should give all information as called for in the specifications & any other point which he would like
to be considered along with the tender.
2) The Schedule-B shall be filled up with the quoted % above or below & shall be submitted
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 specifica-
tions & general terms &conditions of the contract.
9 Quality Assurance
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 there of. 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 commu-
nicated to the Superintending Engineer (TR), Gujarat Energy Transmission Corporation,
Transmission Circle office, Amreli.
6) Proof of payments of taxes made by the Contractor to the appropriate departments shall be
produced to Gujarat Energy Transmission Corporation failing which appropriate amount
shall be withheld on getting information/instruction from the concerned departments.
6A: Goods and Service Tax (GST)
The rates are excluding GST at the rate of 9% CGST plus 9% SGST or 18% IGST under the GST law or
as applicable to works contract service from time to time which will be paid extra on a given taxable
goods and/or services.
The amount 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)
6A-2: STATUTORY VARIATION:
Any statutory increase or decrease in taxes and duties including GST and cess as applicable or in the
event of introduction of New tax/cess or cessation of existing tax/cess subsequent to suppliers offer
if it takes place within the original contractual completion date will be to company’s account subject
to the claim being supported by documentary evidence. However, if any decrease takes place after
the contractual delivery date the advantage will have to be passed to the company.
6A-3: DEDUCTION OF TDS UNDER GST:
“As per provisions of GST Act, TDS under GST @ 2% (1% CGST & 1% SGST or 2% IGST as applicable)
or at the applicable rate from time to time, will be deducted from the bill of suppliers/contractors at
the time of credit or payment. TDS Certificates in the prescribed format will be issued as per the
prescribed rules under GST.”
6B Welfare Cess
As per the Welfare Cess Act, the welfare cess @ 1% is applicable on supply and erection items for
supply, erection, testing & commissioning of substation, transmission lines, EPC/Turnkey projects
and civil works.
Contractor shall get registered under Welfare Cess Act before commencement of work. Office of the
Factory Inspector is authorized at present as a registering authority.
GETCO shall pay the welfare cess by way of reimbursing to contractors on production of documen-
tary evidence of payment.
The contracts for which supply or part supply of material are in the scope of GETCO, then contractors
shall deposit welfare cess on estimated cost of supplied items to GETCO on progressive basis of uti-
lization. As this part of welfare cess is on GETCO account, the same shall be reimbursed to the con-
tractor 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.
10 Quality Assurance
The modality of payment/reimbursement of welfare cess will be as under.
o 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.
o 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.
o 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.
o Before release of payment of final bill,the contractor has to submit documentary evidence of pay-
ment of welfare cess of previous R.A.Bill as well as of this final bill.
o If the R.A.Bill happens to be first and final bill, then before release of payment, contractor has to
submit documentary evidence of registration under Welfare Cess Act and evidence of payment of
o The welfare cess shall be reimbursed to the contractor on submission of copy of documentary
evidence of payment by observing due formalities.
Income tax at source at the prevailing rate will be deducted from bills in accordance with the provi-
sion of income tax laws and to that effect a certificate will be issued to the contractor.
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 con-
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 equip-
ments, fixtures, labour, constructional equipments, fuel, scaffolding, staging, ramps, walkways, ap-
proach 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 fur-
nished by the Corporation. The contractor must also arrange for the transport of materials & include
all such costs in the rates quoted by him for finished work.
10) During the execution of the work if it is found that the work is not progressing as per the Scheduled
Progress Program, approved by the Corporation & planned by the Contractor, due to the reasons
attributable to the Contractor; suitable action shall be taken as per relevant clauses mentioned in
General Conditions of Contract.
11) The contract or any part thereof shall not be subject to change without the written permission of the
Superintending Engineer (TR), Gujarat Energy Transmission Corporation, Transmission Cir-
cle office, Amreli 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 withdraw-
als, during the said period will entail forfeiture of the earnest money deposited with the tender. The
GETCO will take further action as deemed fit like not to deal with bidder in GETCO works.
13) Further information required, if any, can be had from the office of the Superintending Engineer
(TR), Gujarat Energy Transmission Corporation, Transmission Circle office, Amreli, Gujarat
Energy Transmission Corporation, Head Office, Vadodara. But it must be clearly understood that the
tenders must be received complete in every respects by the due date & time.
14) The notice inviting tender, general instructions to the contractors & all documents of this tender
shall form part of the contract.
15) The works under this contract shall be completed in all respects within stipulated period from the
date of commencement order issued by field office. However, interim mile stones to be jointly fixed
after issue of LOI.
11 Quality Assurance
16) Bidders must quote firm price only, till completion of work under contract, & this is to be confirmed
by bidder while submitting his offer. No escalation towards labor and material / fuel shall be paid in
this execution of contract.
17) Contractor shall pay minimum wages to his laborers as per the Minimum Wages Act, 1948 & rules
there under as applicable from time to time in pursuant to the State Government notification. The
concerned contractor shall submit the details of the payment with due certificate of LWO/IRO of the
18) Once the offer submitted will not be returned back for any reason thereof in any case.
19) Each tender shall contain the name, residence & place of business of person or persons making the
tender & shall be signed by the tenderer with his usual signature with seal of the company.
20) Tender by partnerships shall furnish the full names of all partners. It shall be signed with the part-
nership 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. When-
ever, 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 per-
sons 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 ap-
propriate methods & maintain reasonably dry areas to work at and no extra claim will be entertain
on this account.
25) The Contractor shall prepare all required roads to execute various items of this Contract & arrange
all transport of materials & all such costs shall be taken care of while quoting the rates.
No extra payments shall be admissible towards such costs. On completion, this shall be cleared if
asked by GETCO at no extra cost.
26) Gujarat Energy Transmission Corporation shall not entertain idle charges for any site conditions or
any circumstances.
27) The Contractor shall take all requisite & necessary care to observe that no damage is occurred to the
Existing structures, if any. For any damage to the Existing Structures of Gujarat Energy Transmission
Corporation the Contractor shall be held responsible.
28) The submission of any bid connected with these document and specification shall constitute on
agreement that bidder shall have no cause of action or claim against the GETCO for rejection of his
bid. The owner shall always be at liberty to reject or accept split any bid or bids at his sole discretion
and any action will not be called into question and the bidder shall have no claim in that regards
against the owner.
29) Recoveries:
I. In case of any damage to equipment/machinery or structure/building of GETCO or any public
property due to negligence’s of contractor or any other reasons attributed to contractor the deci-
sion of E.I.C. regarding the amount of recovery shall be final and binding.
II. If the contractor fails to execute the proportionate work as per direction of E.I.C. within the time
frame given for completion of part / whole of the work GETCO shall get the work done through
any other contractor and the cost of execution of such work along with 15% overhead charges
shall be recovered from contractor.
30) Notwithstanding anything contained to the contrary in the specification or tenders in subsequent
exchange of correspondence, the conditions of contract shall be binding on the contractor and any
12 Quality Assurance
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 con-
tract herein contained and has made himself aware of the scopes and specifications of the work to
32) These rules and directions shall form part of the contract.
33) Drawings: Drawings required for the works are available with the E.E. (Civil) of Circle Office Am-
reli/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
points, 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 Transmis-
sion Corporation from time to time as per Corporation’s rules.
35) The contractor has to make his own arrangement of water for construction activity at his own cost.
The contractor shall be allowed to draw water from bore well / open well by making his own ar-
rangement such as drilling, pump with all electrical accessories, pipe line & electricity to run the bore
well /open well from the electric power point provided by DISCOM to them. Water shall be free of
cost to the contractor. The electrical consumption charges to run the bore well / open well shall be
borne by the contractor.
In those cases where in bore well has been constructed at the cost of GETCO as per contract, even
then no water charges shall be charged, however electricity connection & electricity charges till the
completion of work shall be to contractor accounts.
In no case, GETCO is bound to supply water if the ground water sources are not available at site
within premises.
36) Tenders received after time: The tenders received after time and date specified in the tender no-
tice, 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 wish 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 circum-
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 Tech-
nical 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 there of. Tenders departing from
he stipulated technical specifications, commercial conditions or the method of bidding in a
radical manner are liable to be rejected.
13 Quality Assurance
b) The bid is liable for rejection prima facie, if it is
c) Without payment of EMD / Tender Fee. Or Payment of EMD/Tender fee in any form other
than D.D./NEFT/RTGS
d) Not in prescribed form.
e) Not bearing signature of the bidder & seal of the company on all the documents accompany-
ing the tender.
f) Not confirming to specifications or conditional tender.
g) Received after expiry of the due date & time.
h) Received by telex or telegram or fax.
i) Submitted by bidders who are listed under declaration of ineligibility for corrupt or fraudu-
lent practices issued by GETCO, Govt. of Gujarat or its Public Sector under taking.
Tender not fulfilling all the above conditions and those specified in the documents attached or incomplete
in any respect are liable to rejection.
14 Quality Assurance
Qualification Requirement
15 Quality Assurance
(B) Qualification Requirement
1) Registration : Bidder quoting for the bid shall have registration in appropriate class with
GETCO/Central/State Government / Railway/Semi. Govt. Organizations.
2) Experience Bidder should have experience of similar work including RCC frame structure building
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 Or-
ganization within last 5 years. Attested Xerox copy of work orders executed from GETCO/ GEB /
Central / State Government / Railway / Semi- Government / Public Sector Organization and satis-
factory completion certificate from respective department should be submitted.
3) Solvency : Latest bank solvency certificate (not more than 1 year old of tender publish as on date)
from any Nationalized/Scheduled Bank of a sum of minimum 20 % of the estimated cost shown in
the tender. The solvency should be in the name of “To Whomsoever it may concern” or “GUJARAT
ENERGY TRANSMISSION CORPORATION LIMITED (GETCO)”.
4) Provident Fund Code: Separate provident fund code number towards firm registered with Regional
P. F. Commissioner.
5) Profit & Loss Account Statement: The Bidder should submit certified Xerox audited copy of the
Balance sheet with profit and loss account of last three Years.
6) Nature of Firm : Attested copy of Partnership Deed with recent Form-G obtained from Regis-
trar 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 sub-
mitted.However this affidavit cum undertaking should be executed only by partnership firm.
The party shall be liable to give fresh affidavit cum undertaking, after completion of its one year. All
such documents shall have to be NOTARISED.
7) Goods & Service Tax (GST) Registration: The Bidder shall be registered under the GST Act and
a certified copy of such registration under the GST act indicating the GSTIN shall have to be
submitted along with the bid by the bidder.
8) I.T. PAN CARD: The bidder should submit the attested zerox copy of PAN Card of their firm.
All the documents to be submitted in soft copy shall be self-attested/notrized
Signature of Contractor Superintending Engineer (TR)
GETCO, TR,C.O., Amreli
16 Quality Assurance
AFFIDAVIT CUM UNDERTAKING
(On Rs.300/- stamp paper duly notarized)
We, Shri __________________ (names of all partners and POA holder) of M/s. __________ (name of part-
nership firm) having registered place of business at ______________ do hereby solemnly state and af-
firm on Oath as under:
1) That Form G up to last entry dated __________ has been submitted to GETCO by us.
2) That since this Form G is not of current year, it is affirmed that whatever entries specified by
Registrar of Firms in this submitted Form G is true and correct and that, there is no any mod-
ification or change in any of the partners or other details. It is further affirmed that we are
liable & bound to disclose to GETCO immediately, if there is any change and/or modification
in partnership of this firm.
3) That if GETCO finds any undisclosed modification/amendment in partners or other details at
any time, then they shall be entitled to take any legal action against us / partnership firm.
GETCO shall be empowered to stop-deal and /or black-list our firm for any contract, at such
4) That whatever stated in aforesaid paras and contents therein are true and correct and shall
be binding on all the partners of this partnership firm, which includes their heirs, representa-
tive, assigness, executors etc.
Hence solemnly affirmed on this _________day of ______ months of 20_______at _________.
(name & sign of all partners / or
17 Quality Assurance
GENERAL CONDITIONS OF CONTRACT
18 Quality Assurance
(C) GENERAL CONDITIONS OF CONTRACT
1. Definitions:
a) The Contract means the documents forming the tender and acceptance thereof, together with the
documents referred to therein or individual work order in the case of term contract, including these
conditions, schedules and / or additional conditions attached to the form of tender or individual
work, order, rate schedule, the specifications and the drawings and all these documents as applicable
taken together shall be deemed to form the contract.
b) The “Tender Document” means the form of tender, the applicable schedules and/or additional con-
ditions and the specifications and/or drawings as issued to the contractors for the purpose prepar-
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, undertak-
ing the works and shall include his or its legal personal representative, successors and permitted
e) “Corporation” means the Gujarat Energy Transmission Corporation Ltd. and the “Accepting Officer”
means the officer who is authorized to sign and signs the contract on behalf of the “Corporation.”
f) The letter “EE” means Executive Engineer who in the case of measurement and lump sum contract,
direct the contractor and the letters “ACE” means “Add Chief Engineer” and “CE ” means “Chief Engi-
neer” 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 abbrevi-
ations 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.
j) 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.
k) 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.
l) “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.
m) GST/Cess means all applicable Tax/Cess under GST Laws. GST Laws means IGST Act, GST(Compen-
sation to the State for Loss of Revenue) Act, CGST Act, UTGST Act and SGSCT Act, 2017and all related
ancilliary legislations.
n) '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 representa-
tives, successors and assigns.
19 Quality Assurance
2. Security Deposit
The contractor shall, within 10 days of the issue of Letter Of Intent, pay 5 % as Security Deposit;. The
Bank Guarantee from schedule bank in lieu of cash or government securities towards Security De-
posit will be accepted providing amount of Security Deposit payable exceeds Rs. 10,000/- .All dam-
ages, costs, charges, expenses and other sums which may be or may become due or payable by the
contractor to the Corporation under the terms of the contract may be deducted from the cash in the
proceeds of sale of the Securities/Bank Guarantee to deposited (which the officer or person to whom
the same may be endorsed as aforesaid is hereby authorized to sell / to encash for that purpose) or
from the interest of any such securities of from any sums due or which may become due to the con-
tractor by the Corporation or fromEMD the whole or the balance unpaid as aforesaid of the encash
securities so deposited being repaid or transferred and returned as may be to contractor after the
date on which the final bill is paid or after the expiry of the date up to which the contractor has to
maintain the work in good order whichever is later.
“For Water Proofing Treatment:-
The contractor shall submit performance guarantee of the waterproofing item at the rate of 20% of
cost of item of work order for a period of 5 years from actual date of completion of work on stamp
paper of appropriate value in approved format of GETCO. The agency has to give the consent to
deduct the 20% of cost of item of work order for a period of 5 years from actual date of completion
from his bill and shall be withheld as a performance gaurantee for five years. In the event of unsat-
isfactory performance of waterproofing work, the agency shall carry out necessary remedial/recti-
fication works that may be necessary in the opinion of GETCO at no extra cost, failing which withheld
amount will be encashed by GETCO. The retention amount shall be released only after satisfactory
completion of performance period of 5 years.”
“For Anti-termite Treatment:-
The contractor shall submit performance guarantee of the anti-termite treatment item at the rate of
20% of cost of item of work order for a period of 5 years from actual date of completion of work on
stamp paper of appropriate value in approved format of GETCO. The agency has to give the consent
to deduct the 20% of cost of item of work order for a period of 5 years from actual date of completion
from his bill and shall be withheld as a performance gaurantee for five years. In the event of unsat-
isfactory performance of anti-termite treatment work, the agency shall carry out necessary reme-
dial/rectification works that may be necessary in the opinion of GETCO at no extra cost, failing which
withheld amount will be encashed by GETCO. The retention amount shall be released only after sat-
isfactory completion of performance period of 5 years.”
3. Penalty for the delay
The time limit allowed for carrying out the work as entered in the tender shall strictly observed by
the contractor and shall be reckoned on the 10th day of issuance of LOI. 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 taxes as applicable per
week or part thereof on delayed portion subject to maximum 10% plus taxes as applicable of the
Total contract value of the civil works (End cost with taxes & cess as applicable). For calculating the
delayed portion, date of work completion mentioned in work completion certificate shall be consid-
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
20 Quality Assurance
of delay against any bank Guarantee furnished by the contractor under this contract or any
other contract with GUVNL and/or its subsidiary companies.
4. Action when whole of Security Deposit is forfeited
In any case in which under any clause or clauses of this contract the contractor shall have tendered
himself to pay compensation amounting to the whole of his security deposit (whether paid one sum
or deducted by installments) or in the case of abandonment for the work owing to serious illness or
death of the contractor or any other cause, the Executive Engineer on behalf of the Corporation, shall
have powers to adopt, (a) below and any of the following courses under (b) and (c) as he may deem
best suited to the interest of the Corporation.
a. To rescind the contract (for which rescission notice of 10 days) in writing to the contractor under
the hand of the Executive Engineer shall be conclusive evidence and in that case the security de-
posit 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 Executive Engineer shall be
final and conclusive against the contractor) and crediting him with value of the work done, in all
respects in the same manner and at the same rates as if it had been carried out by the contractor
under the terms of this contract and in that case the certificate of the Executive Engineer as to the
value of the work done shall be final and conclusive against the contractor.
c. To order that the work of the contractor be measured up and to take such part thereof, as shall
be unexecuted, out of his heads and to give it to another contractor to complete, in which case,
any expenses, which may be incurred in excess of the sum, which would have been paid to the
original contractor, if the whole work had been executed by him as to the amount of which excess
expenses the certificate in writing of the Engineer-in-charge shall be final, conclusive and shall
be borne and shall be paid by the original contractors and shall be deducted from any money due
to him by the Corporation under the contract or otherwise from his security deposit of the pro-
ceeds sale thereof or a sufficient part thereof.
d. In the event of the above courses being adopted by the Executive Engineer the contractor shall
have no claim to compensation for any loss sustained by him by reason of his having purchased
or procured any materials or entered into any engagements or made any advances on account of
or with a view to the execution of the work or the performance of the contract. And in case the
contract shall be rescind under the provision aforesaid, the contractor shall not be entitled to
recover or be paid any sum for any works thereof actually performed by him under this contract
unless and until the Executive Engineer shall have certified in writing the performance of such
works and the amount payable to him in respect thereof and he only be entitled to be paid the
amount so certified.
5. Notice for unsatisfactory progress
If the progress or a particular portion of the work is unsatisfactory the Executive Engineer whose
decision shall be final, shall notwithstanding that the general progress of work is satisfactory; be
entitled to take action under Clause 4(c) after giving the contractor 10 days notice in writing and the
contractor will have no claim for compensation for any loss sustained by him owing to such actions.
6. Action in the case of Default by Contractor
If any case in which any of the powers conferred upon the Executive Engineer by Clauses 4 and
hereof, shall have exercised and the same shall not have been exercised, the non exercised thereof
21 Quality Assurance
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. En-
gineer taking action under sub clause (a) or (c) of Clause 4 he may, if he so desires, take possessions
of all or any tools, plants, materials, and stores in such upon the work or the site thereof belonging
to the contractor, or procured by him and intended to be used for the execution of the work of any
part thereof paying for allowing for the same in account at the contract rates, or in the case of a
contract rates not being applicable to current market rates to be certified by the Executive Engineer
whose certificate thereof shall be final. In the alternative, the Executive Engineer may by notice in
writing to the contractor or his clerk of works, foremen or other authorized agent, require him to
remove such tools, plants, materials or stores from the premises within a time to be specified in such
requisition to decisions to the contractor failing to comply with any such requisition, the decision of
the Executive Engineer as to the expenses of any such removal and the amount of the proceed and
expense of any such sale, be final and conclusive against the contractor.
lf the Contractor shall neglect to execute the works with due diligence and expedition or shall refuse
or neglect to comply with any reasonable order given to him, in writing by the Engineer in connection
with the works or shall contravene the provisions of the Contract, the Owner may give notice in writ-
ing 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 exe-
cute 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 bal-
ance 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 dam-
ages for delay which the Contractor shall hove to pay if the completion of works is delayed.
7. Extension of Time Limit
If the contractor shall desire an extension of the time limit for completion of the work on the
ground of his having been unavoidably hindered in it’s execution or on any other ground, he shall
apply in writing to the Executive Engineer and the Executive Engineer may, if in his opinion there
are reasonable grounds for granting extension, recommend such extension as he may think neces-
sary 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
8. Completion Certificate
22 Quality Assurance
On completion of the work the Contractor shall be furnished with Completion Certificate by the Ex-
ecutive Engineer of such completion but no such certificate shall be given nor shall be the work con-
sidered to be complete until works are taken over and/or duly tested and put to operative as the
case may be, nor until the work shall have been measured by the Engineer-In-Charge or where the
measurement have been taken by his subordinated until they have received the approval of the Ex-
ecutive 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 en-
titled 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, un-
sound, imperfect or unskillful work to be removed and taken away and reconstructed or rejected nor
shall any such payment be considered as admission of the due performance of the contract or any
part thereof in any respect of the accruing of the claim nor shall conclude, determine or effect in any
way the powers of the Engineer-in-charge as to the final settlement and adjustment of the accounts
otherwise or in any other way, vary or affect the contract. The final bill shall be submitted by the
contractor within one month of the date fixed for completion of work. Otherwise the certificate of
Engineer-in-charge of the measurement and of total amount payable for the work shall be final and
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 war-
rant and the Engineer-in-charge may prepare a bill from such list which shall be binding on the con-
tractor 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 company has decided to make payment to suppliers/contractors through RTGS/NEFT by transfer of
funds instead of cheques through regular courier service/RPAD the payment shall be released to your
bank account through RTGS.
Therefore, the suppliers/contractors are requested to furnish the following details in original letter head
with cancelled cheque.
1. Account Number
2. Type of account
4. Branch name & address
5. Contact no. of the branch
23 Quality Assurance
7. One cancelled cheque
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 con-
tractor 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 Se-
curities 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 re-
moved 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 workman-
like 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 re-
quires, be entitled at his own expenses to make or cause to be made copies of the specification, and
of all such designs, drawings and instructions as aforesaid.
14. Alteration in Specifications and Designs not to invalidate Contracts.
The Executive Engineer shall have powers to make any alteration, or addition to the original specifi-
cation designs, and instructions that may appear to him to be necessary or advisable during the pro-
gress of the work and the contractor shall be bound to carry out the work in accordance with any
instructions in this connection which may be given to him in writing, signed by the Engineer-in-
charge and such alterations shall not invalidate the contract. Any additional work which the contrac-
tor may be directed to do in the manner above specified as part of the work shall be carried out by
the contractor on the same conditions in all respect on which he agreed to do the main works, and
at the same rates as are specified in the tender for the main work. Where, however, the works is to
be executed according to the designs, drawing and specifications recommended by the contractor
and accepted by the competent authority, the alteration above referred to shall be within the scope
of such designs, drawings, and specifications appended to the tender.
15. Rates for works not entered in Estimate or Schedule of Rate of the District
If the additional and altered work includes any class of work for which no rate is specified in this
contract, then such class of work shall be carried out the rates entered in the Schedule of Rates of the
Division or at the rate mutually agreed upon between the Executive Engineer and the contractor,
whichever are lower. If the additional or altered work for which no rate is entered in the Schedule of
Rates of the Division is ordered to be carried out before the rates agreed upon then the contractor
within seven days of date of receipt by him of the order to carry out the work inform the Executive
Engineer for the rate which in his intension to charge for such class of work and if the Executive
Engineer does not agree to this rate he shall be noticed in writing be at liberty to cancel his order to
24 Quality Assurance
carry out such class of work and arrange to carry it out in such manner as he may consider advisable
provided always that if the rates shall have been determined as lastly here in before mentioned then
in such case he shall only be entitled to be paid in respect of the work carried out or expenditure
incurred by him prior to the date of the determination of the rate as aforesaid according to such rate
or rates as shall be fixed by the Executive Engineer. In the event of dispute, the decision of the Su-
perintending 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 occa-
sioned 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 pay-
able 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 ad-
vantage 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 unem-
ployment 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 Corpora-
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 equip-
ment. In the case of such delay in the supply of materials, Corporation shall grant such extension of
time for the completion of the works as shall appear to the Executive Engineer to be reasonable in
accordance with circumstances of the case. The decision in the Executive Engineer as to the exten-
sion 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 Cor-
poration on any account unless the contractor has claimed in writing to the Executive Engineer
within one month of the cause thereof.
19. Action and Compensation payable in case of Bad Work
If at any time, before the security deposit is refunded to the contractor, it shall appear to the Execu-
tive Engineer or his subordinate in charge of the work that any work has been executed with un-
sound, imperfect or unskillful workmanship or with materials of inferior quality or that any materi-
als 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 Engi-
neer-in-charge to intimate this fact in writing to the contractor and then no withstanding the fact
25 Quality Assurance
that the work, materials or articles complained of, may have been inadvertently passed, certified and
paid for, the contractor shall be bound forthwith to rectify or remove and reconstruct the work so
specified in whole or any part, as the case may require or if so required shall remove the materials
or articles so specified and provided other suitable materials or articles at his own charge and cost,
and in the event of his failing to do so within a period to be specified by the Engineer-in-charge in
the written intimation aforesaid the contractor shall be liable to pay compensation at the rate of one
percent on the amount of the estimate for every day, not exceeding ten days during which the failure
so continue and in the event of any such failure as aforesaid the Engineer-in-charge may rectify or
remove and re-execute the work or remove and replace the materials or articles complained of, as
the case may be, at the risk and expense in all respects of contractor should the Engineer-in-charge
consider that any such inferior work or materials as described above may be accepted, or made use
of, it shall be within his discretion to accept the same as such reduced rates as he may fix thereof.
Provided that in the case of any work of which visible check is not possible, if the Engineer-in - charge
or his subordinate in charge of the work feels that such work has been executed with unsound, im-
perfect or unskillful workmanship or with materials of inferior quality, he shall take sample tests at
random, cost of which shall have to be borne by the contractor and if after taking such test, part of
such work is found to be defective in any respect or to have been executed with materials of inferior
quality, then the contractor shall be paid for the whole work such amount as may be fixed by the
office of the Engineer-in-charge on the basis of the lowest quality of work found by him in such sam-
Sample Test shall mean:
(i) In relation to poles fixed as line supports, the token of one pole out of every 100 poles after taking
it out from its foundation for inspection.
(ii) In relation to any other work, such test as may be considered necessary, by the Engineer-in -
charge or his subordinate in charge of the work.
Explanation: II
Cost of the sample test shall mean cost incurred for the purpose of taking Samples & test and for
restoring tested work to its original condition.
20. Work to be opened to Inspection, Contractor or Responsible Agent to be present
All works under execution or in course of execution in pursuance of the contract shall at all times be
open to the inspection and supervision of the Executive Engineer and his subordinate and contractor
shall at all times, during the usual working hours and at all other times at which reasonable notice
of the intension of the Executive Engineer or his subordinates to visit the works shall have been given
to the contractor, during which period either he should be present to receive order and instruction,
or have a responsible agent duly accredited in writing, present for that purpose. Orders given to the
contractor’s duly authorized Agent shall be considered to have the same force and effect as if they
had been given to the contractor himself.
21. Notice to be given before work is covered up.
The contractor shall give not less than 5 days notice in writing to the Executive Engineer or his sub-
ordinates in charge of the work, before covering up or otherwise placing beyond the reach of meas-
urement of any work, in order that the same may be measured and correct dimensions thereof, taken
before the same is so covered up or placed beyond the reach of measurement and shall not covered
up or placed beyond the reach of measurement and work without the consent in writing of Executive
Engineer or his subordinate in charge of work, If any work shall be covered up or placed beyond the
reach without such notice having been given or consent obtained, the same shall be uncovered at the
26 Quality Assurance
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, appli-
ances, implements, ladders, cordage, tackles, scaffolding and any temporary works which may be
required for the proper execution of the work., in the original, altered or substituted form and
whether included in the specification or other document forming part of the contract or referred to
in these conditions or not and which may be necessary for the purpose of satisfying or complying
with the requirements of the Engineer-in-charge as to any matter on which under these conditions,
he is entitled to be satisfied or which he is entitled to require together with carriage thereof to and
from the work, the contractor shall also supply without charge, the requisite number of persons for
setting out works, and counting, weighting and assisting in the measurement of, examinations at the
time and from time to time of the work or materials, failing this, the same may be provided by the
Engineer-in-charge at the expenses of the contractor and the expenses may be deducted from any
money due to the contractor under the contract or from his security deposit or the proceeds of sale
thereof or of a sufficient portion thereof the contractor shall provide all necessary fencing and light
required to protect the public from accident and shall also be bound to bear expenses of defense of
every suit, action or other legal proceedings of law that may be brought by any person for injury
sustained. Owing to neglect of the above precautions and to pay any damage and costs which may be
awarded in any such suit, action or proceedings to any such persons or which may with the consent
of the contractor be paid in compromising any claim by any such person.
23. Contractor Liable for all Damages
Compensation for all damage done intentionally or unintentionally by contractor’s laborer, whether
in or beyond the limit of Corporation’s property, shall be estimated by the Executive Engineer, or
such other office, as he may appoint and the estimate of the Executive Engineer, subject to the deci-
sion 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 con-
tractor 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
24. Rescission of Contract and Forfeiture of Deposit.
The contractor shall not assign or sublet, without the written approval of the Engineer-in-charge and
if the contractor assign or sublet his contract, or attempt to do so or become insolvent or commence
any proceedings to be adjudicated as insolvent or make any composition with creditors, attempt to
do so, the Engineer-in-charge may, by notice in writing rescind the contract. Also, if any bribe, gra-
tuity, gift, loan, perquisite, reward or advantage pecuniary or otherwise shall either directly or indi-
rectly be given, promised or offered by the contractor or any of his servants, or agents, or any person
to the employee of Corporation in any way relating to his office or employment or if nay such officers
or persons shall become in any way directly or indirectly interested in the contract, the Executive
Engineer may, by 10 day’s notice in writing, rescind the contract. In the event of a contract being
rescinded the Security Deposit of the contractor shall there upon stand forfeited and be absolutely
at the disposal of Corporation and the same consequences shall ensure as it the contract has been
rescinded under clause 4 thereof and in addition the contractor shall not be entitled to recover or be
paid for any work thereof actually performed under the contract.
25. Compensation
27 Quality Assurance
All sums payable by a contractor by way of compensation under any of these conditions shall be
considered as a reasonable compensation to be applied to the use of Corporation, without reference
to the actual loss or damage sustained and whether any damage has not been sustained.
26. Change in the constitution of firm to be notified
In the case of tender by partners of a firm, any change in the constitution of firm shall be forthwith
notified by the contractor to the Executive Engineer for his information.
27. Works under direction of Superintending Engineer.
All works to be executed under the contract shall be executed under the direction and subject to the
approval of the Superintending Engineer of the Circle, Engineer-in-charge for the time being who
shall be entitled to direct at what point or points and in what manner they are to be commenced and
from time to time carried on.
28. Decision of Superintending Engineer to be final.
Except where otherwise specified in contract and subject to the power delegated to him by Corpora-
tion 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, de-
signs, 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
29. Arbitration
‘ALL QUESTIONS, DISPUTES OR DIFFERENCES, WHATSOEVER WHICH MAY AT AN TIME ARISE BE-
TWEEN THE PARTIES TO THIS CONTRACT IN CONNECTION WITH THE CONTRACT OR ANY MAT-
TER 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 GUJA-
RAT PUBLIC WORKS CONTRACTS DISPUTES ARBITRATION TRIBUNAL ACT,
The reference to arbitration proceedings under this clause shall not:
a. Affect the right of the Engineer-in-charge to take possession of all or any tools, plants, materials
and stores, in or upon the work or site thereof or belonging to the contractor or procured by him
and intended to be used for the execution of the work or any part thereof.
b. Preclude the Engineer-in-charge from utilizing the materials purchased by the Contractor in any
work or from removing such materials to other place, during the period the work is stopped or
suspended in pursuance of notice given to the contractor under General Conditions.
c. Entitle the contractor to stop the progress of the work or carrying out the additional or altered
work in accordance with the provision of General Conditions for the work where there is no spec-
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 Arbi-
tration Tribunal Act, 1992 and rules made there under shall apply to the arbitration proceeding under
30. Stores to be obtained from Corporation
28 Quality Assurance
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
there fore or in connection therewith, unless he has obtained permission in writing from the Execu-
tive Engineer or obtained such stores and articles from elsewhere. The value of such stores and ar-
ticles as may be supplied to the contractor by the Engineer-in-charge will be debited to the contrac-
tor in his account at the rate shown in the Schedule “A” attached the contractor and if they are not
entered in said schedule they shall debited to him at cost price which for the purpose of this contract
shall include cost of carriage and all other expenses whatsoever which may have to be incurred in
obtaining delivery of the same at the stores aforesaid and further overhead charges 15% plus GST
as applicable . The Contractor shall be responsible for the loss destruction or deterioration of the
materials, stores or articles supplied to him by the Corporation, even if such loss destruction or de-
terioration has occurred under any circumstances whatsoever beyond his control as if the material,
stores or articles so supplied were his property. The contractor shall be responsible for returning
the residual materials after completion of the contract and if fails to return, the balance material
supplied to him by the Corporation, the cost of the residual materials will be recovered form the
contractor at the market rate or stock issue rate whichever be higher at the time of materials account
plus 15% plus GST as applicable.
31. 1 Lump Sum in Estimate
When the estimate on which tender is made, includes lump sums in respect of parts of the works the
contractor shall be entitled to payment in respect of the items of works involved or the part of the
work in question at the same rates as are payable under this contract or such items or if the part of
work in question is not in the opinion of the Engineer-in-charge capable to measurement the Engi-
neer-in-charge may at his discretion pay the lump sum amount entered in the estimate and the cer-
tificate in writing of the Engineer shall be final and conclusive against the contractor with regard to
any sum or sums payable to him under the provisions of the clause.
32. Lump Sum Tenders
Whenever lump sum tenders have been invited for building or other structures of the same type,
design, the contractor shall submit his bill stated in Clause No.11 and the Engineer-in-charge not
below the rank of Executive Engineer shall certify by general measurement or by other method con-
sidered 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 se-
cured advance for any fresh materials brought on site will also be paid if certified by the officer not
below the rank of Executive Engineer. After the work is completed final bill would be paid on the
certification of officer not below the rank of Executive Engineer, that the work is done according to
drawing and specifications attached to the tender. If any additions and alteration have been carried
out, detailed measurements in respect thereof shall be recorded and extra payment or deductions
are regulated as per item rates quoted by the contractor while submitting the tender and if there are
any items in the additions and alterations for which the contractor has not quoted a rate, the pay-
ment shall be as per Clause 15 above.
33. Action where no specifications.
In the case of any class of work for which there is no such specifications as is mentioned in clause
such work shall be carried out in accordance with the divisional specifications and in there event of
there being no divisional specifications, the work shall be carried out in all respects in accordance
with the instructions and requirements of the Engineer-in-charge / consultant of the Corporation
34. Industrial Labour Laws
29 Quality Assurance
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 fac-
tory premises and the contractor shall get the entries certified in the register of wages by the
Representative of the Corporation. Any default will result in cancellation of contract forthwith or
else the contractor shall be punishable to the extend of Rs.100/- fine 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 through out the working
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 Abo-
lition Act) for employing necessary manpower to be required by him. In the absence of such li-
cense 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
II Payment of deposit in respect of each contract labour of the rate of RS.30/- with the office of the
Commissioner of Labour as per the Contract Labour Act (Regulation & Abolition).
III License Fee as prescribed under the contract Labour Act (Regulation and Abolition) and Rules
framed there under depending upon the number of workmen employed by the contractor.
IV Paid leave facility and wages as per the provision of the Factories Act at the rate of one day for
every 20 days of working.
V Identity cards as prescribed under the factories Act with photo affixed thereto, the same for iden-
VI Payment of retrenchment compensation, notice pay and other liabilities as per Industrial Dis-
putes Act. Any payment to the contractor’s employees arising out of any claim of disputes under
the Industrial Disputes Act – 1947 or any other laws.
VII Provision of compensation in the case of accidental injury.
VIII Payment of crèche if the female labour employed is more than 30 numbers
IX Maternity leave as per the provision of the Maternity Benefit Act.
The above are some of the major liabilities of the contractor in addition to other liabilities prescribed
under the various Labour Las in force from time to time from Statutory Authorities like State Government
/ Government of India which the contractor shall have to comply with.
2. Provident Fund and Family Pension Scheme
The contractor shall submit along with his bill (month wise) a statement regarding deductions
against employees provident fund and family pension scheme in respect of each concerned employ-
ees’ Provident Fund and Family Pension scheme at the rate of 12 % (or at the rates made applicable
30 Quality Assurance
by the Government from time to time) of the wages. Contractor’s contribution and his workers con-
tribution towards provident fund and family pension scheme shall be deposited by the contractor
with regional Provident Fund Commissioner, Ahmedabad.
3. Deposit Linked Insurance Scheme
The contractor shall have to deposit ½ % of the wages in-respect of employees who is a member of
the Provident Fund as the contribution to the Deposit Linked Insurance Scheme with Regional
Fund Commissioner, Ahmedabad.
4. Administrative Charges:-
Administrative charges for maintaining Provident Fund Account shall be deposited by the contractor
with Regional Provident Fund Commissioner, Ahmedabad at the rates applicable.
5. Paid Leave Facility
Paid leave facility at the rate of one day for every 20 days worked by the contract laborer shall be
provided by the contractor to his workers. He shall maintain Leave records/ Leave Cards for indi-
vidual laborer which shall be duly verified and approved/ certified by the authorized officer of the
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 employ-
ees 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 con-
tractor 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 in-
cluding 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-contactor to provide workmen’s compensation and employer’s liability
insurance for the latter’s employees unless such employees recovered under the contractor’s insur-
ance.The Corporation reserves the right to terminate this rate contract at any time during it ten-
dency without giving notice of termination or any reasons thereof.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 em-
ployer on account of contractor’s default in respect of all liabilities referred to in above clauses.
31 Quality Assurance
Nothing in the contract document stated shall any wise constitute any workmen/ employees of the
contractor or any sub-contractor as or to be workmen/employee of the power, or place obligation
or liability in respect of any such workmen/ employee upon the Corporation.
NOTE: -The prevailing Act at the time of execution of work over and above act specified herein shall
be binding to the contractor.
35. No Claim for Variation in Quantities of Work.
Quantities shown in the tender are approximate and no claim shall be entertained for quanti-
ties of work actually executed, being either more or less up to any extent than those entered in the
tender or less than those entered in the tender or estimate.
36. No Claim for Compensation for Delay in staring work
No compensation shall be allowed for any delay caused into starting of work on account of acquisi-
tion 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 stand-
ing 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 entertaied
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 au-
thority or instructions of the Executive Engineer or his subordinate in charge of the work, failing
such the contractor shall have no claim to ask for measurement or payment for work.
39. Method of Payment
Payment to contractors shall be made by A/c payee Cheque provided the amount exceeds Rs.50/-.
Amount not exceeding Rs.50/- will be paid in cash. Generally payment may take 30 to 60 days after
passing of bills depending on availability of fund.
40. Acceptance of conditions on tendering for work.
Submission to tender or acceptance of work order shall imply acceptance of these conditions of ten-
der by contractor.
41. Employment of Scarcity Labour
If government declares a state of scarcity or famine to exist in any village situated within 20kms of
the work, the piece worker / contractor shall employ upon such part of the work as are suitable for
unskilled labour; any person certified to him by the Executive Engineer or by any person to whom
Executive Engineer may have delegated this duty in writing to be in need of relief and shall be bound
to pay such person wage not below the minimum, which Government may have fixed in this behalf
from time to time. Any implementation of this clause shall be decided by the Superintending engi-
neer / Engineer-in-Charge whose decision shall be final and binding on the piece worker/contractor.
42. Employment of Technical Persons
The contractor who are registered under class ‘A’, ‘B’ and ‘C’ or such contractors who executes the
works of Rs.5 lakhs and above shall employ the technically qualified personnel possessing minimum
a Diploma of reconciled Technical institution, for executing the work of the Corporation.
Date: Superintending Engineer (TR)
(Signature of Contractor) GETCO, TR., C.O, Amreli.
32 Quality Assurance
(D) GENERAL CONDITIONS OF CONTRACT
1. 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 vis-
ited 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. Data to be furnished by Contractor:
Prior to the commencement of work the contractor shall submit a bar chart showing detailed pro-
gramme for completing the work within time limit to the S. E. for approval within a week of the
date of LOI. No change in the approved plan & layout shall be carried out without specific written
approval of the Executive Engineer in charge.
3. Errors, Omissions & Discrepancies:
In all cases of errors, omissions, doubts or discrepancies in the dimensions, or discrepancies in the
drawings & items of work on specifications, reference shall be made to the Executive Engineer
whose elucidation & elaboration shall be considered as authoritative. The contractor shall be held
responsible for any error that may occur in the work thorough lack of such reference.
a) 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
b) 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.
c) 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.
d) 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/pro-
duce or grass etc. by the contractor.
e) The land shall as herein before mentioned be handed over to Corporation / Owner of Land imme-
diately after the completion of the work under this contract. Also no land shall be held by the con-
tractor 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. 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.
33 Quality Assurance
6. 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 quan-
tities of any of the work or to make use of materials & workmanship of different descriptions & qual-
ities 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. Workmanship etc.:
The work shall be executed in thoroughly substantial manner with workmanship of best quality &
strictly in accordance with the specifications & with the drawings, or with such other drawings or
written instructions as may from time to time be furnished to the contractor, in accordance with
terms of this contract & shall be completed in every respect with workmanship implied & necessary
according to the fair interpretation & meaning of the same & should there be any discrepancy be-
tween 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. Samples of descriptive Data:
Samples of descriptive data requiring approval shall be submitted by the Contractor to the Corpora-
tion’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, manu-
facture 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 sam-
ples from that source.
9. 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,
equipments, 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 Corpora-
tion’s engineers. However this shall not absolve the contractor for the correctness of survey/ tem-
porary or permanent Benchmarks.
10. Contactor not to dispose off soil etc.:
The contractor shall not sell or otherwise dispose off or remove except for the purpose of this con-
tract the sand, ballast, earth, rock or other substances or materials that may be obtained from any
execution made for the purpose of this contract or produce upon the site at the time of delivery of
the possession of the land but also such substances materials & produce shall be the property of the
Corporation & shall be disposed off in the manner & place as directed by the Corporation’s Engineers.
34 Quality Assurance
11. 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 rep-
resentative of the Corporation.
12. Fencing, lighting & ventilation:
The contractor shall be responsible for the proper lighting, fencing, guarding & taking of all the nec-
essary safety measures for all works comprised in the contract & or the proper provision of tempo-
rary roadways, footways, guards fences, caution notices etc. as far as the same may be rendered nec-
essary 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 re-
main 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 certi-
fied 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 Engi-
13. 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 Cor-
poration shall not take any responsibility whatsoever in connection with the storage or use of explo-
sives on the site, any accident occurs in the connection at site or nearby village or vicinity. All oper-
ations of the contractor in which or for which explosives are employed shall be at the risk of the
contractor & upon his own responsibility.
14. 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 other
wise 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 provi-
sions of subsection (1) of section 12 of the workman’s Compensation Act, 1923, the Corporation is
obliged to pay compensation to a workman employed by the contactor or subcontractor in execution
of the work, the Corporation will recover from the contractor the amount of compensation so paid,
and without prejudice to the rights of the Corporation under subsection 12 of the said Act, such
amount will be paid back to the Corporation in 30 days, failing which the Corporation will be at lib-
erty 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.
35 Quality Assurance
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 con-
tractor 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 compen-
sation Act or otherwise to confirm to the provisions of the said Act in regard to such accident. Liabil-
ity for damage to woks & materials:
14.0.4 The contractor shall during, the progress of the work, properly protect the works & the exist-
ing 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 sat-
isfaction 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, equip-
ments, 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 rea-
sonable 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 contrac-
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 near by, occasioned by the
negligence of the contractor or his workmen, or his subcontractor, or by defective /ill methods of
14.0.8 Materials, tools, machinery brought on the site of work: All materials, tools & tackles, machin-
ery 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 & dis-
posed off by him as he may think fit.
15. Access to site & work on site:
36 Quality Assurance
The Engineer or his authorized representative may if he considers fit from time to time enter upon
any lands which may be in the possession of the contractor under this contract, for the purpose of
executing any work not included in this contract & may execute by other contractors at his opinion
& the contractor shall in accordance with the requirements of the Engineer, afford all reasonable
facilities for execution of the works including occupation of lands by structure or other wise 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. Inspection of Works:
The Corporation’s Engineers or their authorized representatives shall have at all times power to in-
spect 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 Engi-
neers 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 by due notice, desire a high ranking member of the su-
pervisor staff of the contractor to be present on any specified inspection & the contractor shall com-
ply with such directions.
17. Action & compensation payable in case of Bad Work:
If at any time before the refund of Security Deposit to the Contractor it appears to Gujarat Energy
Transmission Corporation’s Executive Engineers or subordinate and / or any authorized officer of
the Corporation that the work has been executed with unsound, imperfect or unskilled workmanship
or with materials of inferior quality or any materials or articles provided by him are unsound or of
quality inferior to that contracted as specified in the Technical Specifications or other wise 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 spec-
ified at his own charge & cost & in the event of being failure to do so within specified period by the
Corporation, the Contractor shall be liable to pay compensation at the rate of 1% per day on the
amount of the estimate for the specified work. For the period up to 10 days this shall be attended by
the Contractor else the Corporation shall get these rectifications at the risk & expense in all respects
of the Contractor. Any levy of GST on such compensation payable to GETCO shall be on contractor’s
18. 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 satisfac-
torily to the Corporation’s Engineers/representatives; thereafter only the completion certificate will
19. Contractor’s inventory of equipments & machinery:
The contractor shall prepare & maintain an inventory of all machinery, equipments, temporary roll-
ing stock, and plant purchased or hired for the use of this contract’s execution.
37 Quality Assurance
19.1 Progress Schedule: Contractor shall furnish a Construction Schedule on receipt of LOI or Work
Order which ever is earlier, in quadruplicate, indicating the date of start, the monthly progress ex-
pected 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 prac-
ticable of achievement the whole work in the time limit & of the particular items on due date speci-
fied in the contract & shall have the approval of the Corporation’s Engineers. Detailed schedules for
each working season showing the progress month by month to be achieved is to be submitted to the
Corporation. The Corporation is empowered to ask for more detailed progress schedule week by
week for any item or for all items & the contractor shall comply when asked for.
19.2:The Corporation shall have, at all times the right without in any way violating this contract, or
forming grounds for claim to alter the order of the works or any part thereof & the contractor shall
after receiving such direction proceed in the order directed. The contractor shall revise the progress
schedule accordingly & submit to the Corporation in four copies.
19.3: The contractor shall furnish sufficient machinery, equipment, labourers & materials shall work
for such hours & shifts as may be necessary to maintain/achieve the progress of the scheduled, after
getting written permission of Engineer In Charge.
19.4 The progress schedules shall be in the form of bar charts, statements &/or reports as may be
necessary & directed by the Corporation’s representatives.
19.5.1 Unsatisfactory Progress: In the case of unsatisfactory progress by the contractor not proceed-
ing 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 & Con-
tract for Works’’.
Recoveries due from the contractor, up to the end of the month previous to the one in which the bill
is prepared shall be made from bills approved for payment every month or at other periods when
the bills are prepared, for the enlisted, but not limited to, in the order of priorities & extents. (a)
Penalty, if Leviable,
Expenditure, in full, incurred by the Corporation on contractor’s behalf in labour, machinery, equip-
(c) Charges for services such as water & power supply, etc. in full,
(d) Hire charges for Corporation’s or Government machinery if any,
(e) Other recoveries not specifically mentioned but recoverable.
(f) GST as applicable on recoveries due from the contractor enlisted as above.
20. 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 cir-
cumstances(& whether the same shall be due to any act or omission of the Corporation or it’s repre-
sentatives) the Corporation may in the unfettered discretion thinks fit either forthwith or at a later
38 Quality Assurance
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. Subletting of contract:
There will be generally no objection on the component parts if the work, being given over to respon-
sible subcontractors but Corporation shall under no circumstances recognize these subcontractors
& the responsibility of executing the work in the accordance with the conditions of contract will en-
tirely rest on the main contractor. However written consent of EIC shall be obtained before sublet-
ting. The main contractor will therefore always have the very responsible member, preferably a tech-
nical 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. 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 unques-
tioned) whatsoever require the whole or any part of the work as specified in the contract to be sus-
pended for any period or shall not require the whole or any part of the work as specified in the con-
tract to be carried out at all by the contractor, he shall give notice in writing of the fact to the con-
tractor 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 compensa-
tion whatsoever on account of any profit or advantage which he might have derived from the execu-
tion 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 pur-
chased 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 orig-
inally contemplated. Where however, materials have already been purchased or agreed to be pur-
chased 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. Other contractors:
Apart from this work, the other works connected with this work will be simultaneously going on
either departmentally or through any other contractors. The contractors shall co-operate with oth-
ers 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 com-
pensation 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 consid-
erations 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, discon-
tent 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
39 Quality Assurance
take such action as may deem fit against the contractor & the action taken shall be considered as final
24. Speed of work:
The contractor shall at all times maintain the speed of work to confirm to the latest operative pro-
gress schedule but the Corporation may at any time with sufficient notice in writing direct the con-
tractor 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 com-
pliance of such orders shall not entitle the contractor to any claim or compensation.
25. Contract document & matters to be treated as confidential:
All documents, correspondence, decision & other matters concerning the contract shall be consid-
ered as of confident & restricted nature by the contractor & he shall not divulge or allow access there
to any unauthorized persons of any kind.
26. 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. Interest on money due to the contractor:
The contractor shall not be entitled to receive the interest on the payment due to him upon meas-
urements 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. Measurements to be provisional & subject to correction:
Every measurement for running payment on account of work done shall be subject to adjustment or
final measurements. In case there is disagreement between such intermediate & final measurements,
the latter shall prevail.
29. R. A Bills:
The contractor shall submit his R/A bill every month, which shall be processed in reasonable time
after checking and recording the MB. The contractor shall be responsible to submit R/A bills well in
time and shall depute his representative for joint checking of the measurements; so that the bills can
be processed in time. The contractor shall take due care in this regard, failing to which consequences
will be up to him.
As per the Welfare Cess Act, the welfare cess @ 1% is applicable on supply and erection items for
supply, erection, testing & commissioning of substation, transmission lines, EPC/Turnkey projects
and civil works.
Contractor shall get registered under Welfare Cess Act before commencement of work. Office of
the Factory Inspector is authorized at present as a registering authority.
GETCO shall pay the welfare cess by way of reimbursing to contractors on production of documen-
tary evidence of payment.
The contracts for which supply or part supply of material are in the scope of GETCO, then contrac-
tors 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 calcula-
tion of welfare cess on supply part, valuation as per MR shall be taken and informed to the contrac-
tor for payment. This will be over and above the A/T value.
40 Quality Assurance
The modality of payment/ reimbursement of welfare cess will be as under.
o 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.
o 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.
o 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.
o Before release of payment of final bill,the contractor has to submit documentary evidence of pay-
ment of welfare cess of previous R.A.Bill as well as of this final bill.
o If the R.A.Bill happens to be first and final bill, then before release of payment, contractor has to
submit documentary evidence of registration under Welfare Cess Act and evidence of payment of
o The welfare cess shall be reimbursed to the contractor on submission of copy of documentary
evidence of payment by observing due formalities.
30. 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 Corpo-
ration an extension of time may be given to the contractor in respect of such breach or non-ob-
servance by the Corporation.
31. Labour conditions:
31.1 The contactor shall comply with the labour laws laid as may be current & shall furnish the re-
turns & information as may be specified from time to time.
31.2 The contractor shall as far as possible obtain his requirements of labour, skilled & unskilled
from the local areas.
31.3 The contractor shall pay wages as per the latest circulars applicable at the times for the mini-
mum wages to be paid to unskilled, semiskilled & skilled labour prescribed by the Govt. of Gujarat.
31.4 The Corporation shall have the authority to remove from the work site any person, who may
be considered unfit or undesirable & no responsibility shall be accepted by the Corporation for any
delay or extra expense caused towards the completion of the work by such removal.
31.5 If Govt. declares a state of scarcity or famine to exist in any village situated within 10 Km. of the
work site then the piece worker or contractor shall employ upon such parts of work, as are suitable
for unskilled labour any person certified by the Corporation or by any person to whom the Corpora-
tion 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 this contract.
32. Local Laws:
32.1 All local laws in force at the time entering into the contract & those enacted there after shall be
binding on the contractor & he shall abide by the same. All import duties, sales tax & other local taxes
shall be borne by the contractor & they shall be deemed to have covered by this quoted rate.
33. Performa returns:
The contractor shall maintain proforma, charts & details regarding machinery, equipments, materi-
als labour, personnel & other matters as may be specified by the Corporation time to time.
41 Quality Assurance
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 con-
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 en-
gaged 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 contractors tools machinery construc-
tion 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 com-
mencement 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 Corpora-
tion receipts in full in lieu thereof, & in either case, an affidavit that so far he has knowledge or infor-
mation 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 Guar-
antee 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 insuf-
ficient 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 pend-
ing finalization or adjudication of any such claim.
Lien in respect of Claims in other Contracts:
a) Any sum of money due and payable, to the Contractor (including the security deposit) under the
contract may be withheld or retained by way of lien by the Owner against any of its claim in respect
of payment of a sum of money arising out of or under any other contract made by the contractor with
the owner or GUVNL or any of its subsidiary companies.
b) lt is an agreed that the sum of money so withheld or retained under this clause by the Owner will
be kept withheld or retained as such by the owner till its claim arising out of the same contract or
any other contract is either mutually settled or determined by the arbitrator or competent court, as
the case may be, and the Contractor shall have no claim for interest or damages whatsoever on this
42 Quality Assurance
account or on any other ground in respect of any sum of money withheld or retained under this
clause and as moy be duly notified to the contractor."
38. Relationship with employee:
Every bidder, at the time of submission of bid. Give a declaration as under
“If any bidder company/firm, the interest (i.e. Shareholding in Company and share in partnership
firm )of any empyee of the tendering company or his/her relative as defined in Section 2(77) of the
Company’s act 2013 is 10% or more, the tendering Company will not deal with such Company/Firm
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. How-
ever, 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 de-
clare 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 time to time.
43 Quality Assurance
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.
44 Quality Assurance
TECHNICAL SPECIFICATIONS:
45 Quality Assurance
STANDARD FIELD QUALITY PLAN (REVISED-R1 )
FOR CIVIL WORKS OF GETCO PROJECTS
Component/Opera- Sampling Approv-
Sr. ment Testing Specific
tion & Plan With ing Au-
No. for Ac- Agency Guideline
Description of Test Basis thority
(i) Fineness As per mix De- IS: 456,IS: Govt. The tests for B-3
(ii) Compressive Strength sign require- 269 Approved cement
(iii) Initial & final setting ment IS: 8112,IS: Lab Coarse aggre-
time 12269 gates &
IS: 1489 Fine aggregate
B COARSE AGGRE-
GATES (FOR CON-
(I) Determination of Par- As per mix De- IS: 383,IS: Govt. In case of B-3
ticle size sign require- 2386 Approved change of
(ii) (Sieve Analysis) ment IS: 456 Lab source of
(iii) Flakiness Index coarse& Fine
(iv) Crushing Value aggregates,
(v) Specific Gravity mix Design
(vi) Bulk Density should be re-
(vii) Absorption Value vised.
(viii) Moisture Content
(ix) Soundness of Aggre-
Presence of deleteri-
C COARSE AGGRE-
GATES (FOR ROAD
(i) Particle Size Distribu- As per relevant IS ; 2386, IS : Govt. To be ap- B-3
tion IS 383 Approved proved by
Elongation Index
46 Quality Assurance
Flakiness Index
Deleterious Material
Specific Gravity
Water Absorption
Los Angeles Abrasion
Aggregate Crushing
(xi) 10% Fines value
(xii) Soundness
Alkali Aggregate Reac-
D FINE AGGREGATE
(I) Gradation /Determina- Govt. In case of B-3
tion ofParticle size As per mix De- IS: 383,IS: Approved change of
(ii) Specific Gravity and sign require- 2386,IS: Lab source of
density. ment 456 coarse& Fine
(iii) Moisture content mix Design
(iv) Absorption Value vised.
(vi) Silt Content Test
(vii) Presence of deleteri-
E BURNT CLAY BRICKS
(i) Dimensional tolerance As per relevant GETCO Specs. Govt. To be ap- B-3
IS IS: 3495) Approved proved by
(ii) Compressive Strength (Part I to Iv) Lab GETCO
(iii) Water Absorption
(iv) Efflorescence
(i) Dimension As per relevant GETCO Specs. Govt. To be ap- B-3
IS IS: 3495 and Approved proved by
(ii) Water absorption IS : 12894 Lab GETCO
47 Quality Assurance
Drying Shrinkage
Compressive Strength
G SOLID CC BLOCKS
(i) Dimension As per relevant GETCO Specs. Govt. To be ap- B-3
IS IS: 2185 Part Approved proved by
(ii) Block Density 1 Lab GETCO
(iii) Compressive strength
(iv) Water absorption
(v) Dry Shrinkage
(i) Water absorption As per relevant GETCO Specs. Govt. To be ap- B-3
IS IS: 2386 Part Approved proved by
(ii) Compressive Strength 3 Lab GETCO
I PRECAST CC PAVER
(i) Shape and Dimension As per relevant GETCO Specs. Govt. To be ap- B-3
IS IS: 15658 Approved proved by
(ii) Compressive Strength Lab GETCO
(iii) Flexural Strength
(iv) Abrasion Resistance
(v) Split Tensile Strength
(vi) Water absorption
J SOIL TO BE USED
FOR BACK FILLING
(i) Grain Size Analysis As per relevant IS :2720 Govt. To be ap- B-3
IS Approved proved by
(ii) Atterberg’s limit Lab GETCO
(iii) Classification of Soil
(iv) Free Swell Index
(v) Swelling Pressure
(vi) Proctor Test
SO3 (Sulphate ) Con-
(i) Cleanliness (Visual Random IS: 456,IS: Contractor / Each source to C
Check) 3025 and GETCO be
48 Quality Assurance
Specification. Approved by
shall be fresh,
Chemical and physical One sample per and free from Govt.
(II) properties of water for Source oil, Approved
checking its suitability acids and al- Lab
for construction pro- kalis,
poses. organic ma-
L REINFORCEMENT
PROVED LIST ONLY)
IS: 432,IS: Contractor Approved by B-3
(i) Identification & size Random 1139, should pro- GETCO.
IS: 1786 duce manu-
(ii) Chemical Analysis Test One sample per &GETCO facturer’s
Heat Specification test Certifi-
(iii) Tensile Test cate.
(iv) Yield stress\proof One sample per from ap-
stress Each size proved
(v) One sample per Manufac-
Percentage Elongation Each size turer.
(vi) Bend/Re-bend Test One sample per
Reverse Bend Test for One sample per Govt.
HYSDWire Each size Approved
M STRUCTURAL STEEL
(i) Chemical Composition One sample per IS :2062, IS Govt. Approved by B-3
Heat :228, IS Approved GETCO.
(ii) Tensile Strength One sample per : 1608, IS : Lab
Each size 1599, IS :
(iii) Yield Strength One sample per 1757, IS :
(iv) Percentage Elongation One sample per
(v) Bend Test One sample per
(vi) Impact Test One sample per
(vii) Y Groove Crackability One sample per
49 Quality Assurance
(viii) Dimensions Random
N FOUNDATION BOLTS
(i) Identification & size Random IS : 209, IS : Govt. Approved by B-1
2016, IS Approved GETCO.
(ii) Chemical Analysis Test One sample per :2062, IS : Lab
(iii) Tensile Test One sample per :12427,&
Each GETCO Speci-
(iv) Yield stress/Proof One sample per fication
(v) One sample per
(vi) Percentage Elongation Each
(vii) Bend / Rebend Each
Weight/Thick- Each
ness/Uniformity of
O PVC WATER STOPS
(i) Tensile strength One sample per IS : 15058, IS Contractor Approved by B-3
Each :8543 should GETCO.
(ii) Elongation One sample per (Part4 / Sec Produce
Each 1), IS manufac-
(iii) Hardness One sample per : 13360 (Part turer’stest
Each 5 / Certificate.
(iv) Water absorption,per- One sample per Sec 1), IS ; i.e
centage by mass Each 9766 & from ap-
Specification Manufac-
(v) Cold bend tempera- One sample per turer.
ture at which sample Each
Accelerated extraction One sample per
Stability in effect of al- Each
at 7 days, % by
50 Quality Assurance
Bought out item ( Check all the GETCO Spec- Joint in- Approval by A
P shown as annexure – items ification spection GETCO.
Check the bought out And Con-
items are as per Tech- tractor
nical specification / IS
codes before use. Ap-
proval of all bought
FOUNDATION/CABLE
A BEFORE EXCAVA-
IS: 4091,IS: Contractor Approved by C
(i) Checking of pegs loca- 100% on each 3764 GETCO.
tion as Location &GETCO ap-
(ii) Per line and alignment 100% on each proved
Checking of pit making Location Drawing/
as perDrawing & RL specification
(i) Dimensional conform- Each location IS: 4091,IS: Contractor Approval by B-3
ity 3764 GETCO.
(ii) Each location &GETCO ap- (1) Founda-
Verticality/slopes & proved Contractor tions will not
Square ness of each pit Drawing/ be placed on
Specification. filled up soil
(iii) Each location (2) Minimum
Verification of classifi- Joint inspec- depth
cation of foundation tion Of founda-
wherever applicable. By GETCO. tion will
And Con- be 750 mm
(i) Check for material to 100% IS : 6313 & Joint inspec- Approval by B-3
be used GETCO tion GETCO.
Specification By GETCO.
(ii) Check for proportion Random And Con-
(iii) Depth and c/c distance Random
51 Quality Assurance
Check for pouring of
required quantity of
liquid in holes
For all locations IS:456,GETC Joint inspec- Approval by C
D O tion GETCO.
P.C.C. PADDING Approved By GETCO.
foundation And Con-
Drawing & tractor
E SHUTTERING (Form
Check for materials, C
breakageOr damage
Check for plumb, align-
ism,squareness and
equidistance from
stubDimensional IS: Joint inspec- Approved by
check. 456,GETCO tion GETCO.
Check for level & 100% Specifica- By GETCO.
height tion/ And Con-
Check for rigidity of Approved tractor
frame/tightness drawings.
Cleaning and oiling
Diagonal bracing if re-
quired as per draw-
ings/site conditions.
Checking of joints to
avoid undue loss of ce-
F PLACEMENT OF RE-
(i) Check the steel bars for B-3
rust,cracks,surface
flaws,laminate etc.
(ii) Check as per the bar
bendingSchedule be- IS: Joint inspec- Approved by
fore placement ofCon- 456,GETCO tion GETCO.
crete. 100% Specifica- By GETCO.
Check cutting toler- tion/ And Con-
ance for bars as per approved tractor
check drawings.
(iii) List/drawings.
Check whether all bent
bars and lap lengths
are as per approved
(iv) bar bending schedule.
Check whether all
joints & crossing of
bars are tied properly
52 Quality Assurance
with right gauge & an-
(v) nealed wire as per
Check for proper cover
distance spacing of
bars,spacers, & chairs
after the reinforce-
(vi) ment cage has been put
inside the formwork.
Check whether lapping
of bars are tied
properly with right
gauge and annealed
wire as per specifica-
G PILE FOUNDATION
(Additional Tests)
(i) Check of centre line of Each pile group IS:2911 Joint inspec- Checklist to be B-3
pile group &GETCO tion prepared
Each pile Approved by GETCO And signed
(ii) Check pile location pile and Con- jointly
Foundation tractor
(iii) Temporary casing tube Each pile Drawings/
& permanent line also Specification.
Thickness of liner ma-
terial (if applicable)
Bentonite slurry (if ap-
(v) Each pile GETCO
Pile depth, level, size Approved
and alignment pile founda-
(vi) Each pile tion
Chipping of pile head Draw-
(vii) As per GETCO ings/pecifi-
Pile load testing GBOQ/Specifica- cation
Anchor bolts if applica-
(ix) ble 100% on each
Level, centre to centre
(x) distanceOf bolts. 100% on each
Visual check for galva-
H SETTING OF TEM-
(i) Identification Each foundation GETCO Joint inspec- Approval by C
Approved tion by GETCO
(ii) Check for orientation Each foundation specifica- GETCO.
of template to match tions and Con-
with drawing tractor
53 Quality Assurance
Check for line and level Each foundation
(iii) of template
Check for center line of Each foundation
(iv) foundation and tem-
Each foundation
(v) Check for diagonal di-
Each foundation
(vi) Check for diameter and
distance of holes
I FOUNDATION BOLTS
(i) Identification (Diame- Each foundation GETCO Joint inspec- Approval by C
ter and length) Approved tion GETCO
specifica- by GETCO
(ii) Check the foundation Each foundation tions and Con-
bolts for rust, cracks, tractor
surface flaws, lami-
nate etc. (Visual
(iii) Each foundation
Check for height of
bolts above concrete
level as per drawing
(iv) Each foundation
Check for bolt to bolt
distance as per draw-
(v) ing Each foundation
Check for verticality of
(vi) bolts Each foundation
Check for Fixity of bolts
PLACEMENT OF WA-
(i) Check the water stops
for blisters, pinholes, Random GETCO Joint inspec- Approval by B-3
cracks, and embedded Approved tion GETCO
foreign matters (Visual specifica- by GETCO
Check ) tions and Con-
Check for width and Random
Line and level 100%
Fixity during concret- 100%
For each grade IS: 456 Contractor Approval by B-3
a APPROVAL OF MIX of &GETCO GETCO
DESIGN. Concrete. Approved
54 Quality Assurance
Batching, mixing & Random IS: 456 Contractor Approval by B-3
b placing of concrete and &GETCO GETCO
compacting Approved
Placing concrete, and Random And specifi-
compacting cations
c CONCRETE TESTING
Slump test Random IS:456,IS:516 Contractor Results to be B-3
,IS:1199 recorded
And GETCO and signed
Check for quantities for Random Specifica- Jointly
cement, fine aggregate, tions
coarse aggregate and
water while batching
Compressive Strength Sample (Consist- Is:1199,IS:45 Govt. Ap- To be wit- B-3
ing of minimum 6, proved lab nessed for im-
6 cubes-3 cubes IS:516 portant struc-
for 7days and 3 ture (slab)&
cubes for 28 Approved by
days test) GETCO
Check for thickness of 100% GETCO Govt. Ap- To be wit- C
Layer & watering Vis- Specifica- proved lab nessed &
ual check for correc- tions. Approved by
tion/ramming Com- GETCO
paction test (Percent-
age ofMax dry density
Mortar mix/propor- Random IS:2250, Joint inspec- Approval by C
tion GETCO Speci- tion GETCO
Random fication by GETCO
Plumb & Alignment and Con-
Plastering thickness Random GETCO Joint inspec- Approved by C
and evenness Specification tion GETCO
Mortar mix proportion Random GETCO and Con-
Specification tractor
(i) Thickness of flooring Random
material (Kotah GETCO B-3
55 Quality Assurance
stone/Vitrified Specification Joint inspec- Approved by
tiles/glazed tiles) tion GETCO
(ii) Random by GETCO
Mortar mix proportion and Con-
(iii) 100% tractor
P WATERPROOFING
(i) Check for material to 100% GETCO Joint inspec- Approval by B-3
be used Specifica- tion GETCO
100% tion,. By GETCO.
(ii) Cleaning of terrace And Con-
(iii) Proportion of mortar
CURING FOR CON- 100% on all IS 5613 Contractor. Approval by C
Q CRETE, locations &GETCO GETCO
MASONRY,PLASTER- Specifica-
R DOORS/WINDOWS
(i) Check for size of differ- Random IS : 733, IS: Joint inspec- Approval by B-2
ent members 1285, IS : tion GETCO
1868, & By GETCO.
(ii) Check for weight of Random GETCO and Con-
different members Specification tractor
(iii) Check for anodizing Random port from
(iv) Check for joints of var- Random turer
(v) Check for thickness of Random
(vi) Fixing (line, level,
Gap between frame
S FALSE CEILING
(i) Type of false ceiling Random GETCO Joint inspec- Approval by B-2
Specification tion GETCO
(ii) Thickness of false ceil- By GETCO.
ing panel Random And Con-
(iii) Check for size and Random
weight of different
56 Quality Assurance
members of false ceil-
(iv) ing skeleton Random
(v) Fixing with wall Random
(vi) Line and level Random
(vii) Check for hangers Random
Cutouts for lighting
T GI PIPE FOR WATER
(i) Check for weight as Random IS : 1239 & Joint inspec- Approval by B-3
per diameter of pipe GETCO tion GETCO
Specification By GETCO.
(ii) Depth of excavation Random And Con-
Laying of pipe line as
per layout given
Fixing of pipe with
clamps on walls
Watertight ness of
U SITE SURFACING
(i) Check for layers of 100% GETCO Contractor Approval by B-3
200mm Specification and GETCO
(ii) Check for watering 100% proved La-
(iii) Check for rolling 100%
(iv) Check for density (% 100%
(i) Visual check for mate-
rial One sample IS383 & 2386 Contractor Approval by B-3
(ii) GETCO GETCO
Stacking of material 100% Specs.
Preparing the land for Random Specification
(iv) Spreading of metal in Random
required thickness
57 Quality Assurance
(i) Visual check of mate- One sample IS383 & 2386 Contractor Approval by B-3
rial GETCO GETCO
(ii) 100% Specs.
Stacking of material
Preparing the land
upto required level
Spreading of material
of required thickness
X FALSE FLOORING
(i) Type of false flooring Random GETCO Joint inspec- Approval by B-2
Specification tion GETCO
(ii) Thickness of false By GETCO.
flooring panel Random And Con-
(iii) Check for size and Random
weight of different
members of false
flooring skeleton
Fixing with floor
Check for studs
Cutouts for panel to be
supported on MS chan-
Y PERIPHERAL/ROAD
(i) Alignment as per lay 100% on each As per contractor Approval by C
out Location approved GETCO
(ii) Invert level as per 100% on each As per ap- contractor Approval by C
outlet points Location proved GETCO
(iii) Concrete and masonry As per contractor Approval by C
as per FQP approved GETCO
58 Quality Assurance
:GENERAL GUIDELINES FOR IMPLEMENTATION:
1. Details of categories of check codes A,B & C including accepting and deviation dispositioning
authorities are indicated at annexure-I
2. GETCO specification shall mean GETCO technical specification, approved drawings data
sheets andLaw provisions applicable for the specific contract.
3. Acceptance criteria and permissible limits shall be as perrelevant 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 rightto carry-out any additional tests at any stage if the situation so war-
5. SE (TR) of circle shall approve testing laboratory before accepting the test results from the
6. SE (TR) of circle shall approve the sources for cement, coarse aggregate, fine aggregate &
water before actual utilization.
7. All the testing & measuring equipments used by the contractor for testing are required to be
Copy of valid calibration report shall be retained by GETCO based on the joint inspection.
8. Classification of foundations shall be approved by GETCO based on the joint inspection re-
port & Soil investigation reports.
9. Zone-IV fine aggregateshall be used for nominal mix. Reinforced cement concreting work.
Zone-IV fine aggregate shall be avoided for design mix reinforced cement concreting work
unless tests have been done to ascertain the suitability of proposed with the prior approval
10. Bricks should be free from cracks, flaws and modules of free lime. They should have smooth
faces with sharp corners and should be uniform in colour.
In case of cement is in the scope of the contractor, the same shall be procured from sources
approved by GETCO site and got tested on sample basis for specified acceptance tests as
specified in the FQP at a reputed third party lab approved by GETCO site.
The samples of cement for site testing shall be taken within three week of the delivery and
all the tests shall be commenced within one week of sampling. If the cement remains in store
for a period of more than Six months. All the site tests are required to repeated before usage.
The source and grade of cement shall be as per approved design mix.
12. Reinforcement steel & structural steel used in cable trenches & foundations
In case supply of steel is in the scope of the contractor, the same shall be procured from the
main producers i.e. SAIL, TISCO, IISCO or RashtriyaIspat Nigam or the 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 approvedfrom GETCO site before cement and reinforcement steel are put to use. How-
ever, in exceptional cases due to exigencies of work, GETCO site may authorize the contrac-
tor to use cement and reinforcement steel even before the test results are received. How-
ever, 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
13. The contractor shall submit welding procedure specification (WPS) including the type of
for approval of GETCO site before staring the welding work. The welder with proper certifi-
cate shall be deployed
14. Approval/acceptance of individual test results by GETCO in the course of execution of con-
willneither 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 rein-
Steel (CRS) etc. arise due to site conditions, the specific approval of GETCO may be obtained
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 (lat-
GUJARAT ENERGY TRANSMISSION CORPORATION LIMITED
Accepting and deviation dispositioning authorities for different Categories of checks as en-
visaged in field quality plan
Cate- Type 100%Checking/ Counter Accepting Deviation
gory of witnessing by check/surveil- Authority, if Dispositioning
Check lance Test results Authority
check by Are within
EE (civil) of circle
with CE, Corporate
Critical Contractor’s Office
Plus EE(C) Plus EE(C)
D E (Quality E E (Quality EE (Quality CE (Quality
Deptt) Deptt) Deptt) Deptt)
EE (civil) of circle
with CE, Corporate
B-2 Major Contractor’s SE (Civil) Office
Major EE(C) EE(C)
C Minor DE(C) DE(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.
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.
(D) TECHNICAL SPECIFICATIONS:
(D1) General Conditions :
1. The contractors shall at their own expense make all necessary provisions for housing, water sup-
ply, and sanitary arrangements for their employees as well as for works and shall pay direct to the
authorities concerned, all rates and taxes.
2. The contractor shall make their own arrangements for the necessary approach, road, for transport
of their materials and be responsible for the compensation on account of damage to crop etc. & shall
till completion of work.
3. All the royalty charges, Octroi and other duties & all taxes will be paid by the contractor and no
extra be claimed on this account.
4. Godowns or sheds hired or constructed for storing of controlled materials and more particularly
of cement shall be such as would prevent the materials from getting damaged in any way.
5. It will be absolutely incumbent on the contractors to have on the site of work only such of the
materials as have been duly passed by the Engineer-in-charge. Materials that have been rejected
must on no account be allowed to remain on the site, and in spite written order to do so, any such
rejected material is on the site beyond a period of 48 hours notice, the Engineer-in-charge shall have
the right to remove it, at the risk and cost of the contractors and even to destroy it.
6. It must be distinctly understood that conditions of contract and of claims in respect of extra work,
will not be allowed unless the works to which they relate is clearly without the spirit and meaning
of the specifications or unless such works are ordered in writing by the Engineer-in-charge and
claimed for in specified manner.
7. On completion of the work, the site shall be cleared by the contractor within the stipulated period,
and ground brought to original state and they shall not be entitled for any extra claim on this ac-
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 contrac-
tor, 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
10. Any components or part of the work shall not be given to any sub-contractor without approval
of the competent authority of the Corporation. The whole responsibility of the execution of the work,
as per the terms and conditions of the contract, will entirely rest of the main contractor. The main
contractor shall always keep his responsible representative, preferably a technical hand, on work
site with powers to sign M.R.s. and take necessary decision and implement the instructions issued
in the interest of efficient execution of the works.
11. The Engineer-in-charge will fix the hours of work, and no work shall be executed beyond that
period, during night time or in absence of the Engineer-in-charge of his authorized agent. The box
measures shall be filled only in the presence of the engineer-in-charge or his authorized agent.
12. Contractor will be asked to present the sample of materials, and the approved samples will be
preserved at the site of work, and no charge in the approved sample will be allowed, without the
written permission of the Engineer-in-charge.
13. In any work is not executed according to the specifications, and the directions of the Engineer-
in - charge, the same will be rejected, and the contractor has re execute the same without any finan-
cial 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 ver-
bally 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 exam-
ine the specifications and carefully study the drawings and all documents, which form a part of the
contract, to be entered into by the accepted tenderer.
18. The Tenderer must visit the site of works and see for himself the site conditions regarding water,
labour conditions rates approach road during all seasons and all other matters affecting the works
before submitting the tender.
19. The submission of tender by a contractor implies that, he has read these instructions, the condi-
tions 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 ac-
ceptance contractor’s rate, pay any extra charge for lead or for any other reason. In case the contrac-
tor 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 re-
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 pen-
alty to the Corporation.
24. The contractor shall keep full time qualified Civil Engineers at the site, who shall be fully author-
ized to receive and comply with such instructions, as given by the Executive engineer. The name of
such Engineer with his qualifications and experience shall be intimated by the contractor.
The Executive Engineer shall have the right to demand the removal of any technical personnel,
skilled or unskilled workmen, who in his opinion are considered to cause bad workmanship in the
execution of works or to cause indiscipline.
25. The department reserves the right to make any change in the design and the plans of the works
and the contractor shall be bound to carry out them at the rates tendered. No claim or compensation
will be allowed on this account.
26. Bills shall be submitted by the contractor monthly on or before the date fixed by the Executive
Engineer, for all works executed in the previous months.
27. Should this tender be accepted I /We hereby agree to abide by and fulfill all the terms and pro-
visions of the “Tender & contract for works” as applicable, and in default thereof to forfeit and pay
to the Corporation the sums of money due.
28. The contractor shall keep instruction book on site, for taking site instruction from time to time.
This book shall be made available on site whenever asked for.
29. The contractor shall pay wage to the workers, as per minimum wages act as declared by the
Government time to time.
30. The contractor shall follow all labour laws of Govt.
31. Contractor shall arrange for testing of material to be used in the work or finished product, if
desired by the Executive Engineer. The provision shall be made in the unit rate quoted for this.
32. The full value of the “Earnest Money Deposit” paid herewith, shall be forfeited to the Corpora-
tion, if the contractor fails to deposit the full amount of specified security deposit, within stipulated
(D2) Use of Materials:
I. The contractor shall have to use the best quality of materials in the work, as per the specifica-
tions 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 im-
portant 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-
III. Materials, if and when rejected by the Engineer-in-charge shall be immediately removed from
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 con-
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 com-
pensation 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 draw-
ing and specification.
VII. Cement and steel will have to be consumed of following makes only.
Sr.No Name of manufacturer of Sr.No Name of manufacturer of cement
1 Narmada Cement Co.Ltd. 10 Laxmi Cement.
2 Saurashtra Cement & 11 Ambuja Cement Co.Ltd.
3 J.K. Cement 12 Siddhi Cement
4 Shree Digvijay Cement 13 L&T (Ultra tech) Cement
5 Binani Cement 14 Jay Pee Cement
6 Vikram Cement
Coromondal king cement
7 HI Bond cement
8 A.C.C. Cemnent
Tata chemical Ltd, Ahmedabad.(Tata Shudh
9 Sanghi Cement 18 Vadraj Cement Ltd., Surat(Vadraj Brand
19 MP Birla Cement 20 NUVOCO cement (OPC 53) Valid till
Name of manufacturer/Supplier of structural steel & TMT bars.
Sr.No TMT Bars Sr.No Structural steel
1 Steel Authority of India 1 Steel Authority of India
2 Tata Iron & Steel Co. Ltd 2 Tata Iron & Steel Co. Ltd
3 Ispat 3 Essar steel Ltd.
4 M/S Nilkanth Concast Pvt. LTD. 4 Ispat
5 Electrotherm. 5 Shah Alloys Ltd,Ahmedabad
6 M/S Hans Inspat Ltd.(BarnalaTMT)
7 Kamdhenu TMT Sariya 24 Vibrant (TMT) Bar ‘’Agaraval TMT
Industries Ahmedabad Valid up to
8 ASR Multi Metals Pvt.LTD. 25 Bhagya Laxmi rolling mills
Ltd(Polaad TMT bar) valid up to
9 Gellant TMT 26 Kothi GOLD ISI (TMT) Bars valid
10 National TMT 27 STEEFO STEELS(TMT) Bar valid
11 RINL,VIZAG (Visakhapattam) 28 K B TMT Bar Bhavnagar valid up
12 Vishal Ispat,vapi(SARV SHAKTI TMT 29 Metaroll( TMT) Bar-Jalana(MH)
bar) valid up to 31.11.2026.
13 Ashiana Rolling Mills, a’bad(Friend
14 Gujarat NRE Coke Ltd.,Kutch(NRE TMT
15 Utkarsh bar Pvt. Ltd, Rajkot(Utkarsh
16 Shree Parmeshwar Steels Pvt. Ltd.,Ah-
medabad.(GOD brand TMT bar)
17 SRJ Petty steels Pvt. Ltd,Pune(Shree
om 500TMT bars)
18 Vinayak TMT bars Ltd.,Sampa-
Dehgam(Vinayak 500 TMT bars)
19 Mono steel India Ltd,Gandhi-
dham(Mono ISI TMT bar)
20 Diamond TMT & Procon Pvt Ltd,Bhav-
nagar(Diamond TMT 500 Bar)
21 Haq steels Pvt. Ltd, Ahmedabad(GER-
MAN TMX FE 500)
22 M.D Inducto Cast Pvt.ltd.,Bhavna-
gar(Rudra TMX TMT)
23 H.K.Ispat (Kothi Gold ISI TMT) Valid up
In addition to above follwing manufacturer /supplier are approved for structural steel.
Name of Supplier/ manufacturer
Sr.No Item description
1 Mahavir Rolling Mills All size of M.S. Angles, Flats
2 Electrotherm (India) ltd.A’bad All size of M.S. Angles
Ambika Alloys & steels India Ltd. M.S.Angles Size 50x50x6mm to
Visnagar 100x100x6mm
Unique structure & Tower Ltd Rai- M.S.Channel up to 125 x 65 mm, M.S.angle
pur 35x35 to 110x110mm
Ambika iron & steel Re- Rolling M.S.Angles 25x25x2 to 65x65x6mm,Flat size
Mills,Visnagar. 20x5 to 100x12mm
Mid India Power & steel M.S.Beam up to 150x150mm
6 Ltd.Gandhidham M.S.Angles 65x65
M.S.Channel up to 125x65mm
Goyal Energy & steel Pvt.Ltd.Rai- M.S.Equal angle 40x40x4/5/6 to
pur 75x75x10mm.
Varsana Ispat Ltd. Gandhidham M.S.Angle up to 65x65mm
ISMB up to 150x150mm
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 ce-
ment/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 con-
8). Contractor is fully responsible for safety of cement at site; nothing will be paid extra on account
9). If Corporation’s authorized representative wants to check cement stock at site, contractor has
to allow for the same at any time.
10). Contractor has to maintain day-to-day cement consumption / balance account at site.
11). As far as possible contractor has to maintain supply of cement of only approved brand and
grade throughout the work.
12). Minimum cement consumption considered for cement concrete having grade of M-15/M-20/M-
25/ M-30 is 300 Kgs/320-Kgs/370Kgs/396Kgs respectively. Contractor has to use minimum
cement as above. Contractor should not use less than the prescribed quality of cement even in
the case of mix design recommends lower quantity.
13). Contractor will be allowed to carry out work only after physical verification of cement brought
(D3) CEMENT CONSUMPTION SCHEDULE:
The proportion of cement with coarse aggregate and the fine aggregate for cement concrete works
& with sand in case of cement mortar will be in accordance with the under mentioned schedule
showing the consumption of cement in bags. The Engineer-in-charge will adjust the proportion of
cement irrespective of the mix mentioned in the description of the items, to ensure the consumption
of the cement as per prescribed schedule. The tendered rate will be considered to have been based
on the consumption of cement in this schedule and nothing extra will be paid on this account.
a. If the quantity of cement shown as utilized in the work, is observed to be less than permitted as
below then work will be accepted at reduce rate at the discretion of EIC, if deemed fit.
Table showing the cement required to be consumed in civil work items.
Sr. No. Item Description Unit Cement to be consumed
1. Masonry Works
B.B. Masonry in C.M. 1:6. 1 CMT
U.C.R. Masonry in C.M. 1:6 1 CMT
U.C.R. with pointing in C.M. 1: 2 1 CMT
115 mm thick B. B. Partition in C.M. 1:4 1 SMT
–do- but with both sides plaster in
C.M. 1:3;12 mm thick. 1 SMT
2. Cement Concrete works without finishing 1 SMT
25 mm thick I.P.S. in C.C. 1:2:4 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 1SMT
5. Plastering & Pointing
12 mm thick C.P. in C.M. 1 : 3 1SMT
20 mm thick C.P. in C.M. 1:3 1SMT
20 mm thick sand faced in two layers. 1SMT
Cement Pointing 1 : 1 1SMT
6. Ground Sink 750 x 750 mm with dwarf wall 1NO
115 mm thick 40 mm IPS with 110mm. thick
1: 5: 10 bedding,
7. RCC water tank 1000 liter. (1.2x1.2x0.9M 1NO
with free Corporation)
– do – size (2x2x0.9 M with free 1NO
Corporation) (3000 Liters)
8. Kitchen Platform with 75 mm thick slab with
partitions with 12 mm smooth plaster.
Size 2000 x 675 mm 1NO
Size 3000 x 675 mm 1NO
9. 75 mm quarter round vata in C.M. 1:2. 100RMT
100 mm – do – 100RMT
150 mm – do – 100RMT
10. Fixing W.C. Pan 1 No.
11. Gully trap with chamber or 300x300mm. 1NO
12 50mm thick RCC shelf in C.C. 1:1 ½ : 3 1SMT
13 - do - precast cover 300 mm, wide 50 mm 1SMT
thick with smooth finishing on all sides.
14 Manhole chambers with 230 mm, thick
masonry in C.M. 1:6 and depth up to av.
mm incl. cement plaster in C.M. 1:3 inside,
top and outside up to 150 mm depth.
Size 900 x 450 mm 1NO
Size 600 x 450 mm 1NO
Size 600 x 600 mm 1NO
Size 900 x 900 mm 1NO
Size 450 x 450 mm 1NO
Size 300 x 300 mm with 110 mm partition 1NO
15 RCC hume pipe with filling joints in C.M. 1:1
and bed concrete 1:4:8 below joints 150 mm.
750 mm Dia 1RMT
650 mm Dia 1RMT
450 mm Dia 1RMT
300 mm Dia 1RMT
225 mm Dia 1RMT
150 mm Dia 1RMT
16. Porcelain Pipes (S.W.G. Pipes)
100 mm Dia 1RMT
150 mm Dia. 1RMT
17 150 mm Dia half round gutter in C.C. 1:3:6 1RMT
18 2500 mm Dia x 300 mm deep of hollow
masonry in C.M. 1:6 with C.C. 1:4:8 bedding 1NO
& RCC slab cover, for soak pit.
Note: (1) Consumption figures mentioned against each item is for theoretical consumption. This
consumption may very + 5 %.
(2) In the case of plaster to masonry walls, an extra quantity of 1 Cft to mortar for every 100 sq. ft.
of area may be allowed at the discretion of EIC.
General: Please refer latest edition of relevant Indian Standard Specification of Code i.e. B.I.S. Gen-
eral 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 ac-
cording to the spirit of the specifications below and the best prevailing P.W.D. practice. The clarifi-
cation to any clause in detailed specifications shall be sought from the latest edition of relevant I.S.
specification and codes. Where these specifications are at variance with the specification laid down
in the I.S. Books stated above, the former will be applicable. As regarded matters not covered by any
of the above specification, the decision of the Executive Engineer-in-charge shall be treated as final
and shall be binding upon the contractor. The contractor is expected to get clarified any doubt about
specification, etc. before tendering by discussing with Executive Engineer.
(D4) TECHNICAL SPECIFICATIONS OF VARIOUS ITEMS:
Single pile 50mm in alignment group of piles – 75mm
* Grade M-30 or M-25 as specified. Aggregate size – 20mm down.
* Designed water cement ratio shall be maintained.
* Minimum cement content shall not be less than 370 kg. Per cu.mt. for M-25 & 396 kg. For M-
30 cement concrete and slump of concrete should not be less than 150mm.
Concrete Placing:
The concreting shall be done by tremie with minimum diameter 200mm of pipe – when concreting
is carried out under water, casing/liner should be installed to the full depth of the bore hole or 2m
into non-collapsible stratum, so that fragments of ground can not drop from the sides of the hole
into concrete, as it is placed. This Shall be done strictly as per the directive of GETCO Engineer-in-
The hopper and tremie shall be a closed system embedded in the placed concrete by 1.50m concrete
so that water can not pass. The pile should be concreted wholly by tremie only and uninterrupted.
The quantity of concrete used shall be compared with calculated quantity at various depths, as per
drawing to have check against fall of debris, or side caving.
Reinforcement cage shall be prepared as per design & drawing, with cover blocks and shall be placed
centrally, so that sides of pile bore are not disturbed.
The length of cage shall be determined as per the actual depth of bore including socketing length of
pile into rock if any.
Sufficient care shall be taken to avoid any lifting or tilting of reinforcement cage, at the time of con-
Boring operation:
Boring operation shall be done by rotary or percussion type drilling rigs using direct mud/bentonite
circulation or reverse circulation methods to bring the cuttings out.
Pile bore log shall be maintained and shall be compared with soil investigation report and design &
The size of cutting tool should not be less than the pile diameter by more than 75mm.
Proper cleaning of pile bore after lowering the reinforcement and before concreting shall be done.
On completion of bore as per required depth as per design, the bottom of the bore shall be flushed
to remove debris till clear water comes out.
When liner is used and the pile bore is filled with water or drilling mud, the bottom part may be
concreted using tremie so that the liner is effectively sealed against ingress of ground water.
For execution of piling work relevant latest IS Code of materials and working method shall be fol-
(I) PROPORTION :
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 car-
ried 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-
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
Where permitted, in case of small works, proportional of weight basis can be converted to volumet-
ric 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.
(II) MATERIALS :
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
Coarse aggregate shall be of specified size in the item viz 40 mm, 20 mm, 10 mm etc. Where grada-
tion 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, triangu-
lar, flaky & laminated should not be used. If ordered by Engineer-in-charge, aggregates shall have to
be screened or washed. Samples of coarse aggregates to be used shall be got approved and source
of approved quality material shall not be changed without prior approval.
Sand shall be clean river sand of quality approved as per IS confirming to gradation zones. Sand shall
have fineness modulus of not less than 2.2 or more than 3.2.
When sufficient quantity of aggregates are to be collected. they shall be stacked separately in piles
to avoid inter mixing. Mixing or earth, organic materials and other foreign materials shall be avoided.
Rakers shall be used for lifting of coarse aggregates. Coarse aggregate having specific gravity of less
then 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 re-
port 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 mate-
rials 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 ascer-
tained. 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 volumet-
ric boxes as specified or approved. Boxes for each component shall be prepared for such quantity
that will be required for one bag of cement.
All ingredients shall be mixed in mechanical mixer. Ingredients shall be first mixed dry for 1 minute
and than required quantity of water is added as per design and mixed for minimum 1 ½ minutes till
concrete is uniform. Entire concrete in the mixing drum shall be discharged in pre operation before
raw materials for second batch is feed into the drum.
Concrete which can be laid before initial setting time of cement shall be prepared. Party set or tem-
pered 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
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 re-
quired to be made. If curing is found sufficient, the same shall be arranged by department as risk
and cost of contractor and charges as per rules shall be recovered from contractor’s bills.
Concrete work where specified in item as exposed surface shall be plastered 12mm thick in CM 1:3
as per specifications of plastering item. Any finishing required to make surface in level of flush to
adjoining surface shall be made by contractor with mortar specified portion of concrete.
Cement required to plastering of finishing shall be drawn separately. In plastering of slab bottom,
chhajas etc. wherever patta, groove, bend etc. are shown same shall be executed in this item without
any extra cost. Where slopes is to be given for drainage and is not provided properly will have to be
done without any extra cost. Edges of beam, pillars, etc. where chamfering is shown or instructed
shall be done without extra cost.
If concrete surface is found honey combed and same is rejected by Executive Engineer, it shall have
to be dismantled and recast by contractor without any extra cost at his risk and cost.
(VII) SHUTTERING :
The form work shall be rigid, sufficiently strong and well anchored to bear the load which it has to
take without any distortion. It shall be backed sufficient so as not to budge of twist. Form work shall
be of steel plates or plywood. Where exposed surface is desired, plywood shuttering will have to be
provided. All surface coming in contact with concrete shall be applied with shuttering oil after clean-
ing 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
Form work shall be got checked form the Executive Engineer or his authorized agent and on clear-
ance only, further work should be done. Necessary opening, in form work, for providing hooks, kada
or other inserts will have to be made by contractor, as instructed, without any extra cost. Removal
of from work shall be carried out slowly and at the specified period as under. In case it is ordered to
contractor to keep for more period, considering quality of cement or other factors, same will have
to be done by contractor. Minimum period of de-shuttering shall be as under.
1. Vertical surface 24 hours.
2. Slab up to 4.5M span 8 days
More than 4.5M span 14 days
3. Beam soffits (bottom) 20 days
Removal of shuttering shall be done only on getting clearance from Ex. Engr. in change of work.
Various IS. specifications for scaffolding materials and code of practice shall be followed.
(VIII) MEASUREMENT & PAYMENTS :
Unless otherwise specified separately, item of concrete work shall be inclusive of shuttering work
required for the same with scaffolding, ladders etc., No separate payment should be made for keep-
ing holes, pockets, keeping inserts in position etc.
Payment of concrete work shall be made on Cu. Mt. basis. No deduction will be made for reinforce-
ments, opening of less than 1/20 Sq. Mt. in area where measurement is in sq.m. and 1/150 cu.m.
where concrete is to be measured in CU. M.
Rate quoted for the item shall be inclusive of all materials, ingredients, labour, mixer & other ma-
chinery, scaffolding, laying in position and fixing of all inserts curing other requirements for the
complete execution of item.
B. WATER SUPPLY
G.I. pipe be used for water supply shall be of class ‘c’ confirming to I.S. Specifications. It shall be fixed
with suitable clamps, for concealing with necessary groove in wall and finishing with C.M. When
pipe is to be laid underground necessary excavation shall be done to level required. Pipe shall be
given 3 coats of coal tar. For joining pipes specials of approved quality (extra thick) shall be used. If
item provide painting of pipe same shall be painted with approved brand quality and tint enamel
paint. All specials shall be provided as instructed.
Skilled plumber shall be employed on job. Pipes shall be laid as per detailed drawings or as directed
on site. Generally shortest route shall be followed. At connection of pipe with special, joint shall be
made water tight with hemp rope and zinc white or Teflon tape.
On completion of laying of pope and before sealing of concealed pipe and underground pipe, leak
proof test shall be given.
All the piping work shall be measured in running meter and rate quoted shall be inclusive of all
special required and all operations required for cutting, threading, joining, excavation, making
groove in wall, sealing grout, backfilling, providing clamps with screws, painting etc. complete.
C. WOOD WORK GENERAL FOR DOORS WINDOWS, CUP BOARD etc.
The timber shall be of best quality Bulsar teak or equivalent teak approved by Executive Engineer.
Decision of Executive Engineer in this connection will be final. If desired by Executive Engineer, con-
tractor shall have to arrange testing of wood samples selected by department at random, in the la-
boratory 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 Engi-
neer-in-charge.
The timber to be used for wood work shall be well seasoned, closed grains, uniform texture, free
from knots, rots, soft, cracks, mend, spongy spots etc. The size of frame and all members shall be
final size after planning and finishing. Undersized wooden members shall not be accepted. Wood of
inferior quality, undersize shall be liable to rejection.
When frames or other members are ready they shall be got checked from Engineer-in-charge and
got approved for quality and workmanship. Primer coat of paint shall be applied only after clearance
by Engineer-in-charge. If the wooden members are found warped, shrunk or with bad workmanship
within guarantee period, the same shall have to be replaced by contractor without any extra cost
and to the satisfaction of engineer-in-charge.
Before fixing, the frame of door it shall be provided with six nos. M.S. flat 37mm x 6mm and 300 mm
long hold fasts fixed to the frame, with screws as directed. Hold fast shall be with split end and bent
at right angle to hold fast. Holes shall be provided at other end of hold fast for fixing of screws. Sam-
ple of holdfast shall be got approved from Engineer-in-charge. Windows and cupboard shall be pro-
vided 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 16 mm diameter are specified in frame as grill in windows or ventila-
tor, they shall be provided at 100 m c/c and shall be locked in frame for minimum 40mm deep. if
M.S. flat is to be provided the flat of size 50 x 10 mm, 1 or 2 Nos. as specified, they shall be provided.
The thickness of shutter and members of shutter frame shall be as per details given in drawing or
supplied at site. Size specified shall be after planning & finishing without painting. Where single
plank is specified single plank shall be used. The joint shall be tongue and groove joint. Shutter shall
be single or double shutter as per drawing and details given or as directed at site. For paneled doors
the panel to be raised feather tongued into style and rails with beaded edges on both sides. Thick-
ness of styles & rails shall be 37 mm and that of panel shall be 30 mm.
The arrangement of panels shall be as directed by the Engineer-in-charge and his decision will be
final. The shutter styles, top, bottom, lock and frieze rods to be molded on both sides. The sample of
shutter shall be got approved before taking work on full scale. Size of bottom, top & lock rail and
ledges shall be as instructed by Engineer-in-charge.
All jointing shall be brought on all faces and finished off by hand with sand paper with slightly
The joints shall be pinned with hard wood pins and put together with fevicol. Joining shall be by
means of mortise and tennon or dovetailed joints as approved. Any joinery work, which shall split,
fracture, shrink or shows flap or other defects shall be removed and replaced with sound material
at the contractor’s expenses.
Fixtures and fastening :
Oxidized iron, brass or aluminum fixtures as specified in item shall be provided in best workman-
ship, 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 neces-
sary on site it shall be made by Executive Engineer on site and shall be binding to the contractor.
For all glazing of doors, windows, ventilators and cup Boards all glasses shall be of best quality free
from bubbles, smoke wanes, air hole, specks and other defect. Sheet glass, ground for clear as ap-
proved 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 ele-
vation shown in the drawing or directed by Engineer in charge at site.
All doors, windows, ventilators, cup board shall be given 3 coats of approved quality, brand and
shade of oil paint. Each coat of paint shall be allowed to dry thoroughly before next coat is applied.
The work shall not show any brush marks, ridges or drops of paint and no puddles in the corner of
panels or molding etc., shall be left.
For payment purpose of doors, windows, ventilators and cup board, measurement will be paid out-
side to outside of the frame in square meter basis.
D. GRILL/FABRICATION/RAILING
All workmanship and finish shall be of first class quality, in all respects and shall confirm to the best
accepted standards of practice. Finish surface should not have any defect. The greatest accuracy
shall be observed to see that all parts properly fit with each other on erection.
Before cutting & fabrication work is taken up, it is necessary, to see that if any twisting, bending etc.
is there, the same is removed and made straight or in plane. The process to be adopted shall be such
that original material is not injured.
Members shall be fabricated on site or in workshop, as approved, by Engineer in charge. Allowance
for camber shall be made in case of truss etc. similarly in tension member and compression mem-
bers. 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 ma-
chine 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 fabri-
cated/assembled structure. Contractor shall provide necessary derricks, gantry, scaffolding and
staging, inflammable etc. for erection work, No. gas cutting shall be allowed for the widening of holes
when it is not matching. It shall be drilled.
After erection of structure one more coat of red oxide and 2 coats of approved oil painting should
be provided to the structure. Paint to be applied shall be got approved for brand, quality, tint etc.
If desired test shall have to be carried out for welded joints. IS 816 shall be followed for general
construction in mild steel. Bolts shall be confirm to IS 1363 & IS 1364. Electrodes shall confirm to IS
(D5) GENERAL TECHNICAL SPECIFICATIONS FOR BUILDING WORKS:
1. In the specifications " as directed "/"approved" shall be taken to mean " as directed "/"approved
by the Engineer-in-Charge.
2. Wherever a reference to any Indian Standard appears in the specifications, it shall be taken to
mean as a reference to the latest edition of the same in force on the date of agreement.
3. In " Mode of Measurement" in the specifications wherever a dispute arises in the absence of spe-
cific mention of a particular point of aspect, the provisions on these particular points, or aspects in
the relevant Indian Standards shall be referred to.
4. . All measurements and computations, unless otherwise specified, shall be carried out nearest to
the following limits :
(i) Length, width and depth ( height) 0.01 meter
(ii) Areas 0.01 Sq.Mt.
(iii) Cubic Contents 0.01 Cu.Mt.
In recording dimensions of work, the sequence of length, width and height ( depth ) or thickness
shall be followed.
5. "The distance which constitutes lead shall be determined along the shortest practical route and
note necessarily the route actually taken. The decision of the Engineer-in-charge in this regard shall
be taken as final.
6. Where no lead is specific, it shall mean " all leads ".
7. Lift shall be measured from plinth level.
8. Up to " floor two level" means actual height of floor ( Maxi. 4 .M ) up to 3 Mt. above plinth level.
9. Definite particulars covered in the items of work, though not mentioned or elucidated in it speci-
fications 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-
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 par-
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
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 comple-
tion 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 conse-
quences of adopting the same in the course of execution of completion of the work, 21. All installa-
tions pertaining to water supply and fixtures there of as well as drainage lines and sanitary fittings
shall be deemed to be completed only after giving satisfactory tests by the contractor
22. The contractor shall be responsible for observing the rules and regulations imposed under the
"Minor Minerals Act", and such other laws and rules prescribed by Government form to time.
23. All necessary safety measures and precautions (including those laid down in the various relevant
Indian Standards ) shall be taken to ensure to ensure the safety of men materials and machinery on
the works as also of the work itself.
* 24. The testing charges of all materials shall be borne by the Contractor
25. Approval to any of the executed items for the work does not in any relieve the contractor of his
responsibility for the correctness, soundness and strength of the structure as per the drawings and
(D6) 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. Com-
parison shall be made by means of standard cement tests for soundness time of setting and mortar
strength as specified in I.S. 269-1976 Any indication of unsoundness, charge in time of setting by
minutes or more or decrease of more than 10 per cent in strength, of mortar prepared with water
sample when compared with the results obtained with mortar prepared with distilled water shall
be sufficient cause for rejection of water under test.
1.3 Water for curing mortar, concrete or masonry should not be too acidic or too alkaline . It shall
be free of elements which significantly affect the hydration reaction or otherwise interfere with the
hardening of mortar or concrete during curing or those which produce objectionable stains or other
unsightly deposits on concrete or mortar surfaces
1.4 Hard and bitter water shall not be used for curing.
1.5 Potable water will generally found suitable for curing mortar or concrete.
2.1 Lime shall be hydraulic lime as per I.S. 712-1973 Necessary tests shall be carried out as per IS
.6932 ( Parts I to X)
2.2 The following field tests for Times are to be carried out:
(1) A very rough idea can be formed about the type of lime by its visual examination i.e. fat lime
bears pure white colour, lime in form of porous lumps of dirty white colour indicates quick lime, and
solid lumps are the unburnt limestone.
(2) Acid tests for determining the carbonate content in lime Excessive amount of impurities and
rough determination of class of lime.
2.3 Storage shall comply with I.S. 712-1973. The slaked lime, if stored, shall be kept in a weather-
proof 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
M-4 White Cement
4.1 The white cement shall conform to I.S 8042-E-19.78.,
M-5 Coloured Cement
5.1 Coloured cement shall be with white of grey Portland cement as specified in the item of the
5.2 The pigments used for coloured cement shall be of approved quality and shall not exceed 10%
of cement used in the mix. The mixture of pigment and cement shall be properly ground to have a
uniform colour and shade. The pigments shall have such properties as to provide for durability un-
der exposure to sunlight and weather.
5.3 The pigment shall have the property such that it is neither affected by the cement nor detri-
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 mat-
ter, loam, mica or other deleterious substances and shall be got approved from the Engineer-in-
Charge. The sand shall not contain more contain more than 8 percent of silt as determined by field
test. If necessary the sand shall be washed to make it clean.
6.2. Coarse Sand :The fineness modulus of coarse sand shall not be less than 2.5-and shall not ex-
3.0, The sieve analysis of coarse shall be as under :
I.S. Sieve percentage weight
I.S Designa- Sieve Passing Percentage by weight Des- passing
tion sieve ignation sieve
600 Micron 30-100
300 Micron 5-70
150 Micron 0-50
6.3. Fine Sand :
The fineness modulus shall not exceed 1.0. The sieve analysis of fine sand shall be as under :
I.S. Sieve percent-
age by weight pass-
I.S Designation Sieve Passing sieve ing
weight Designation
600 Micron 40-85
300 Micron 5-50
150 Micron 0-10
7.1. This shall be obtained from crushing hard black trap or equivalent. It shall not contain more
than 8%, of silt as determined by field test with measuring cylinder. The method of determining
silt contents by fields test is given as under
7.2. A sample of stone dust to be tested shall be placed without drying in 200 mm. measuring cylin-
der. The quantity of the sample shall be such that it fills the cylinder up to 100mm. Mark .The clean
water shall be added up to 150 mm. mark. The mixture shall be stirred vigorously and the content
allowed to settle for 3 hours.
7.3. The height of silt visible as settled layer above the stone dust shall be expressed as percentage
of the height of the stone dust below. The stone dust containing more than 8% silt shall be washed
so as to bring the content within the allowable limit. The fineness nodules of stone dust shall not be
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 gen-
erally 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. Sieve percentage by
I.S Designa- Sieve Passing Percentage by weight weight passing
tion sieve Designation sieve
8.3. The crushing strength of grit will be such as to allow the concrete in which it used to build-up
the specified strength of concrete
8.4 The necessary tests for grit shall be carried out as per the requirements of I.S.2386- ( parts-l of
VIII) 1963, as per instructions of the Engineer-in-Charge. The necessity of test will be decided by the
. Engineer-in-Charge.
M-10. Lime Mortar
10.1. Lime : Lime shall conform to specification M-2 Water : Water shall conform to specification
M-1 Sand: Sand shall conform to specification M-6
10.2. Proportion of Mix :
10.2.1. motor shall consist of such proportions of slaked lime and sand as may be specified in item.
The slaked lime and sand shall be measured by volume.
10.3 Preparation of mortar :
10.3.1. Lime mortar shall be prepared by wet process as per I.S.1625-1971.Power driven mill shall
e used for preparation of lime mortar. The slaked lime shall be placed in the mill in an even layer
and ground for 180 revolutions with a sufficient water. Water shall be added as required during
grinding (care being taken . not to add more water) that will bring the mixed material to a con-
sistency of stiff paste. Thoroughly wetted sand shall then be added evenly and the mixture ground
for another 180 revolutions.
10.4. Storage :
10.4.1. Mortar shall always be kept damp, protected from sun and rain till used up, covering it by
tarpaulin or open sheds.
10.5.1. All mortar shall be used as soon as possible after grinding. It should be used on the day on
which it prepared, But in no case mortar made earlier than 36 hours shall be permitted for use.
M-11 Cement Mortar
11.1 Water shall conform to specification M-1 Cement : Cement shall conform to specifications M-3
Sand : Sand shall conform to M-6
11:2 Proportion of Mix
11.2.1. Cement and sand shall be mixed to specified proportion, sand being measured by measuring
boxes, the proportion of cement will be by volume on the basis of 50 Kg/Bag of cement being equal
to 0.0342 Cu.m. The mortar may be hand mixed of machine mixed as 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 homogene-
ous 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 mor-
tar shall be prepared as can be used within 30 minutes.
M-12 Stone Coarse Aggregate For Nominal Mix Concrete
12.1 coarse aggregate shall be of machine crushed stone of black trap or equivalent and be hard,
strong, dense, durable, clean and free from skin and coating likely to prevent proper adhesion of
12.2 The aggregate shall generally be cubical in shape. Unless special stones of particular quarries
are mentioned aggregates shall be machine crushed from the best black trap or equivalent hard
stone as approved. Aggregate shall Have no deleterious reaction with cement. The size of the coarse
aggregate for plain cement and ordinary reinforced cement concrete shall generally be as per the
table given below However, in case of reinforced cement concrete the maximum limit may be re-
stricted 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
Designa- Sized aggregates of Nominal size Designa- Sized aggregates of Nominal
tion 40mm 20mm 16mm tion size
Note : This percentage may be varied some what by the Engineer-in-Charge when considered nec-
essary for obtaining better density and strength of concrete.
12.3. The grading test shall be taken in the beginning and at the change of source of materials. The
necessary tests. Indicated in IS. 383-1970 and 456-1978 shall have to be carried out to ensure the
acceptability. The aggregates shall be stored separately and handled in such a manner as to prevent
the mixing of different aggregates. If she aggregates are covered with dust, they shall be washed with
water to make them clean.
M-13 Black Trap or Equivalent Hard Stone Coarse
13.1. Aggregate For Design Mix Concrete Coarse aggregate shall be of machine crushed stone of
black trap or equivalent hard stone and be hard, strong, dense, durable, clean and free from skin and
coating likely to prevent proper adhesion of mortar,
13.2. The aggregates shall generally-be cubical in shape. Unless special stones of particular quarries
are mentioned, aggregates shall be machine crushed from the best, black trap or equivalent hard
stones as approved, Aggregate shall have no deleterious with cement.
13.3. The necessary tests indicated in IS. 383-1970 and IS.456-1978 shall have to be carried out to
ensure the acceptability of the material. If aggregate is covered with dust it shall be washed with
water to make it clean.
15.1 The brick shall be shall be machine moulded and made from suitable fly ash, cement, lime, gyp-
sum, etc. They shall be free from cracks and nodules of free lime. They shall have smooth rectangu-
lar faces with sharp corners and shall be of uniform colour. The bricks shall be moulded with the
frog of 100mm x 40 mm and 10mm to 20mm deep on one of its flat sides. The bricks shall not break
when thrown on the ground from a height of 600mm.
15.2 The size of the modular bricks shall be 190 x 90 x 90 mm.
15.3 The size of the conventional bricks shall be 225 x 110 x 75mm.
15.4. Only bricks of one standard size shall be used on one work. The following tolerance shall be
permitted in the conventional size adopted in a particular work. Length +3.0mm, Width + 1.50mm,
Height +1.50mm.
15.5 The crushing strength of the brick shall not be less than 35.0 Kg / Sq cm. The average water
absorption shall not be less than 20 per cent by weight. Necessary test for crushing strength and
water absorption shall be carried out as per IS 3495 : (Part I to Part IV)
16.1 The stone shall be of the specified variety such as Granite/Trap Stone/-Quartzite Or any other
type of good hard stones. The stones shall be only from the approved quarry and shall be hard sound,
durable and free from defects like cavities, cracks, sand holes, flaws injurious veins, patches of loose
or soft materials etc., and weathered portions and other structural defects or imperfections tending
to affect their soundness and strength. The stone with round surface shall not be used The percent-
age 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,whenimmersed-
for24hoursinwater. After quarrying, the stone shall be allowed to weather for some time before us-
17.2 The stone shall be dressed into regular rectangular blocks so that all faces are free from wavi-
ness and unevenness, and the edges true and square.
17.3 Those types of stone in which white clay occurs should not be used. Special corner stones
shall be provided where so directed.
M-21. Mild Steel Binding Wire
21.1. The mild steel wire shall be of 1.63 mm. or 1.22 mm. ( 16 to 18 gauge ) diameter and shall
conform to l.S. 280-1972.
21.2. The use of black wire will be permitted for binding reinforcement bars. It shall be free from
rust, oil paint, grease, loose mill scale or any other undesirable coating which may prevent adhesion
of cement mortar.
M-22. Structural Steel
22.1. All structural Steel shall conform to I.S. 226-1985. The steel shall be free from the defects men-
tioned in I.S. 226-1975 and shall have a smooth finish. The material shall be free from loose mill
scale, rust pits or other defects affecting the strength and durability. River bars shall conform to I.S.
1148-1973. When the steel is supplied by the Contractor test certificate of the manufacturers shall
be obtained according to I.S. 226-1975 and other relevant Indian. Standards.
M-26 Shuttering
26.1: The shuttering shall be plywood sheet. The shuttering shall be supported on battens and
beams and tubular steel supports properly cross braced together so as to make the centering rigid.
26.2. The 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 re-
done with fresh concrete and adequately rigid form work. The complete formwork shall be got in-
spected by and got approved from the Engineer-in-Charge, before the reinforcement bars are placed
26.4. The props shall consist to tubular steel support shall be placed as per design requirement.
These shall rest squarely on steel sole plates and minimum bearing area of 0-10 sq m. laid on suffi-
ciently 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 metre
26.10. (1in250) or as directed by the Engineer-in-Charge so as to offset the subsequent deflection.
For cantilevers, the camber at free end shall be 1/50 of the projected length or as directed by the
Engineer-in-Charge.
29.1 The teak wood shall be of good quality as required for the item to be executed. When the kind
of wood is not specifically mentioned, good Indian teak wood as approved shall be used.
29.2 Teak wood shall generally be free from large, loose dead or cluster knots, flaws shakes, warps,
twists, bends or any other defects, it shall generally be uniform in substance and of straight fibres as
far as possible. It shall be free from rot decay, harmful fungi and other defects of harmful nature
which will affect the strength, durability or its usefulness for the purpose for which it is required.
The colour shall be uniform as for as possible. Any effort like paining using any adhesive materials
made to hide the defects shall render the pieces liable to rejection by the Engineer-in-Charge.
29.3 All scantlings, planks etc., shall be sawn in straight lines and planes in the direction of grains
and of uniform thickness.
29.4 The tolerances in the dimensions shall be allowed at the rate of 1.5 mm. per face to be 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. Aluminum doors, windows ventilators
31.1. Aluminum alloy used in the manufacture of extruded window sections shall conform to I.S.
designation HEA-WP of I.S. 733-1975 and also to I.S. Designation WVG-WP of I.S. 1285-1975.The-
section shall be as specified in the drawing and design. The fabrication shall be done as directed.
31.2. The hinges shall be cast or extruded aluminum hinges of same type as in window but of larger
size. The hinges shall normally be of 50 mm. projecting type. Non-projecting type of hinges may also
be used if directed. The handles of door shall be of specified design. A suitable lock for the door
operable either from outside or inside shall be provided. In double shutter door, the first closing
shutter shall have concealed aluminum alloy bolt at top and bottom.
M-32. Rolling Shutters
32.1. The rolling shutters shall conform to I.S.6248-1979. Rolling shutters shall be supplied of spec-
ified 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 shut-
ters up to 3.5 m. width not less than 1.25 mm. thick and 80 mm. wide for shutters 3.5 m. in width
and above, unless otherwise specified.
32.2. Guide channels shall be of mild steel deep channel section and of rolled pressed or built-up
(fabricated ) joint less construction. The thickness of sheet used shall not be jess than 3.15 mm.
32.3. Hood covers shall be made of M.S. Sheets not less than 0.90 mm. thick. For shutters having
width 3.5 Meter and above, the thickness of M.S. sheet for the hood cover shall be not less than
32.4. The spring shall be of best quality and shall be manufactured from tested high tensile spring
steel wire or strip of adequate strength to balance the shutters in all position.
The spring pipe shaft etc. shall be supported on strong M.S. or malleable C.I. brackets. The brackets
shall be fixed on or under the lintel as specified with rawl plugs and screws bolts etc.
32.5. The rolling shutters shall be of self rolling up to 8 Sq. m. clear area without ball bearing and up
to 12 Sq.m. clear area with ball bearing. If the rolling shutters are of larger, then gear operated type
shutters shall be used.
32.6. The locking arrangement shall be provided at the bottom of shutter at both ends. The shutters
shall be opened from outside.
32.7. The Shutters shall be completed with door suspension shafts, looking arrangements, pulling
hooks, handles and other accessories.
M-33. Collapsible Steel Gate
33.1. The collapsible steel gate shall be in one or two leaves and size as per approved drawings or
as specified. The gate shall be fabricated from best quality mild steel channels, flats, etc. Either steel
pulleys or ball bearings shall be provided in every double channel. Unless otherwise specified the
particulars of collapsible gate shall be as under :
(a) Pickets : These shall be of 20mm MS channels of heavy sections unless otherwise shown on draw-
ings. The distance centre to centre of pickets shall be 12 cms. with an opening of 10 cms.
(b) Pivoted MS flats shall be 20 mm x 6 mm.
(c) Top and bottom guides shall be from tee or flat iron of approved size.
(d) The fittings like stoppers, fixing hold fasts, locking cleats, brass handles and cast iron rollers shall
be of approved design and size.
37.1. The plywood for general purpose shall conform I.S.303-17-1975
Plywood is made by cementing together than boards or sheets of wood into panels. There are always
an odd number of layers, 3,5,7,9, ply etc. The plies are placed so that grain of each layer is at right
angles to the grain in the adjacent layer.
37.2. The chief advantages of plywood over a single board of the same thickness is the more uniform
strength of the plywood, along the length and width of the plywood and greater resistance to crack-
ing 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 maintainatempera-
tureof90degree C to 140 degree C and a pressure of 11 to 14 Kg/Sq. Cm. on the wood. The time of
heating may be. anything from 2 to 60 minutes depending upon thickness.
37.4. When water glue are used the wood absorbs so much water that the finished plywood must be
dried carefully. When synthetic resigns are used as adhesive the finished plywood must be exposed
to an atmosphere of controlled humidity until the proper amount of moisture has been absorbed.
37.5. According to I.S: 303-1975 the plywood for general purpose shall be of the grades namely BWR,
WWR and CWR, depending upon the adhesives used for bonding the veneers, and it will be further
classified into six types namely AA, AB, AC, BB, BC and CC based on the quality of the two faces each
face being of three kinds namely A, Band C After pressing, the finished plywood should be recondi-
tioned 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 used.
38.2.3. Sheet glass shall be patent flattened glass of best quality and for glazing and framing pur-
poses shall conform to I.S. : 1761-1960. Sheet glass of the specified colours shall be used, if so shown,
on detailed drawings or so specified. For important buildings and for panes with any dimension over
900 mm. plate glass of specified thickness shall be used.
38.3. Plate Glass :
38.4. 38.3.1. When plate glass is specified it shall be " polished patent plate glass " of best quality It
shall have both the surface ground, flat and parallel and polished to obtain clear undisturbed vision
and reflection. The plate glass shall be of the thickness mentioned in the item or as shown in the
detailed drawing or as specified. In absence of any specified thickness, the thickness of plate glass
to be-supplied shall be 6 mm. and a tolerance of 0.20 mm. shall be admissible.
38.4. Obscured Glass :
38.4.1. This type of glass transmits light so that vision is partially or almost completely obscured.
Glass shall be plain rolled, figured, ribbed of fluted, or frosted glass as may be specified as required.
The thickness and type of glass shall be as per details on drawings or as specified or as directed.
38.5. Wired Glass :
38.5.1. Glass shall be with wire netting embedded in a sheet of plate glass. Electrically welded
mm. Georgian square mesh shall be used. Thickness of glass shall not be less than 6 mm. Wired glass
shall be of type and thickness as specified.
M-40. Particle board
40.1. The particle boards used for face panels shall of best quality free from any defects. The parti-
cleboards 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 thick-
ness shall be as indicated.
(1) M-43. Fixtures and fastenings
43.1. General :
43.1.1. The fixtures and fastenings, that is butt hinges tee and strap hinges sliding door bolts, tower
bolts, door latch, bath-room latch, handles, door stoppers, casement window fasteners, casement
stays, and ventilators catch shelf be made of the metal as specified in the item or its specification.
43.1.2. They shall be of iron, brass, aluminum chromium plated iron, chromium plated brass, copper
oxidized iron, copper oxidized brass or anodized aluminum as specified.
43.1.3. The fixtures shall be heavy medium or light type. The fixtures and fastenings shall be smooth
finished and shall be such as will ensue ease of operations.
43.1.4. The samples of fixtures and fastenings shall be got approved as regards, quality and shape
before providing them in position
43.1.5. Brass and anodized aluminum fixtures and fastenings shall be bright finished.
43.2. Holdfasts :
43.2.1. Holdfasts shall be made from mild steel flat 30 cm. length and one of the holdfasts shall be
bent at right angle and two nos. of 6 mm. diameter holes, salt be made in it for fixing it to the frame
with screws. At the other end, the holdfast shall be forked and bent at right angles in opposite direc-
43.3. Butt hinges :
43.3.1. Railway standard heavy type butt hinges shall be used when so specified.
43.3.2. Tee and strap hinges shall be manufactured from M.S. Sheet
43.4. Siding door bolts ( Aldrops ) :
43.4.1. The aldrops as specified in the item shall be used and shall be got approved.
43.5. Tower bolts ( Barrel Type ) :
43.5.1. Tower bolts as specified in the item shall be used and shall be got approved.
43.6. Door Latch :
43.6.1. The size of door latch shall be taken as the length of latch.
43.7. Bathroom Latch :
43.7.1. Bathroom latch shall be similar to tower bolt.
The size of the handles shall be determined by the inside grip length of the handles. Handles shall
have a base plate of length 50 mm. more than the size of the handle.
43.9. Door Catch :
43.9.1. Door stoppers shall be either floor door stopper type or door catch type. Floor stopper
shall be of overall size as specified and-shall have a rubber cushion.
43.10. Door Stoppers :
43.10.1. Door catch shall be fixed at a height of about 900 mm. from the floor level such that one
part of the catch is fitted on the inside of the shutter and the other part is fixed in the wall with
necessary wooden plug arrangements for appropriate fixity. The catch shall be fixed 20 mm. inside
the face of the door for easy operation of catch.
43.11. Wooden Door Stop with hinges :
43.11.1. Wooden door stop of size 100 mm. x 60 mm. x 40 mm. shall be fixed on the door frame with
a hinges of 75 mm. size and at a height of 900 mm. from the floor level. The wooden door stop shall
be provided with 3 coats of approved oil paint.
43.12. Casement Window Fastener :
43.12.1. Casement window fastener for single leaf window shutter shall be left or right handed as
43.13.Casement stays ( Straight Fed Stay ) :
43.13.1. The stays shall be made from a channel section having three holes at appropriate position
so that the window can be opened either fully or partially as directed. Size of the stay shall be
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 then 12 mm-, diameter and 12 mm. length and shall be firmly riveted to the
base plate in case of iron pivot and in single piece plate in the case of brass pivot.
44.1. (A) Oil paints :
44.1.1. Oil paints shall be of the specified colour and as approved. The ready mixed paints shall only
be used. However, if ready mixed paint of specified shade or tint is not available white ready mixed
paint with approved strainer will be allowed. In such a case, the contractor shall ensure that the
shade of the paint so allowed shall be uniform.
44.1.2. All the paints shall meet with the following general requirements
(i) Paint shall not show excessive setting in a freshly opened full can and shall easily be re dispersed
with a paddle to a smooth homogeneous state. The paint shall show no curdling, livering, caking or
colour separation and shall be free from lumps and skins.
(ii) The paint as received shall brush easily, possess good levelling properties and show no running
or sagging tendencies.
(iii) The paint shall not skin within 48 hours in a three quarters filled closed container.
(iv) The paint shall dry to a smooth uniform finish free from roughness, grit unevenness and other
44.1.3. Ready mixed paint shall be used exactly as received from the manufacturers and generally
according to their instructions and without any admixtures whatsoever.
44.2. (B) Enamel paints :
44.2.1. The enamel paint shall satisfy in general requirements in specification of oil paints, Enamel
paint shall conform to I.S.2933-1975
M-46. Marble chips for marble mosaic terrazzo
46.1. The marble chips shall be of approved quality and shades. It shall be hard, sound, dense and
homogeneous in texture with crystalline and coarse grains. It shall be uniform in colour and free
from stains cracks, decay and weathering.
46.2. The size of various colours of marble chips ranging from the smallest up to 20 mm shall be
used where the thickness of top wearing layer is 6 mm. size. The marble chips of approved quality
and colours only as per grading as decided by the Engineer-in-charge shall be used for marble mo-
saic 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 manufac-
ture of which no pigments are used. Cement used in the manufacture of tiles shall be as per Indian
47.1.2. The tiles shall be manufactured from a mixture of cement and natural aggregates by pressure
process. During manufacture the tiles shall be subjected to pressure ofnotlessthan140Kg/Sq.Cm.The
proportion of cement to aggregate in the backing of the tiles shall be not less than 1 :3 by weight.
The wearing face, through the tiles are of plain cement, shall be provided with stone chips of
1to2mm.size.The proportions of cement to aggregate in the wearing layer of the tiles shall be three
parts of cement to one parts chips by weight. The minimum thickness of wearing layer shall be
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 require-
ments of I.S. 1237-1980 regarding strength resistance to wear and water absorption.
47.1.3 The wearing face of the tiles shall be plane, free from projections, depressions and cracks and
shall be reasonably parallel to the back face of the tile. All angles shall be right angle and all edges
shall be sharp and true.
47.1.4. The size of tiles generally be square shape 24.85 Cm x24.85 Cm. or 25 Cm x 25 Cm. The
thickness of tiles shall be 20 mm.
47.1.5. Tolerance of length and breadth shall be plus of minus one millimeter. Tolerance on thick-
ness shall be plus 5 m.m.
47.1.6. The tiles shall satisfy the tests as regards transverse strength; resistance to wear and water
absorption as per I.S. 1237-1980.
47.2.(B) Plain Coloured Tiles:
47.2.1. The tiles shall have the same specification as for plain cement tiles as per ( A ) above except
that they shall have a plain wearing surface wherein pigments are used. They shallcon-
formtiI.S.1237-1980.
47.2.2. The pigments used for colouring cement shall not exceed 10 percent by weight of cement
used in the mix. The pigments, synthetic or otherwise, used for colouring tiles shall have permanent
colour and shall not contain materials detrimental to concrete.
47.2.3. The colour of the tiles shall be specified in the item or as directed.
47.3. (C) Marble mosaic tiles :
47.3.1. These tiles have same specification as per plain cement tiles except the requirements as
47.3.2. The marble mosaic tiles shall conform to I.S. 1237-1980. The wearing face of the tiles shall
be mechanically ground and filled. The wearing face of tiles shall be free from projections, depres-
sions, 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
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 con-
tractor till a suitable sample is finally approved for use in the work. The Contractor shall ensure that
the tiles supplied for the work shall be in conformity with the approved sample only, in terms of its
dimensions thickness of backing layer and wearing surface, materials, ingredients, colour, shade,
chips, distribution etc. required.
47.3.5. The tiles shall be prepared from cement conforming to Indian Standards or Coloured Port-
land cement generally depending upon the colour of tiles to be used or as directed.
47.4. (D) Chequered Tiles :
47.4.1. Chequered tiles shall be plain cement tiles or marble mosaic tiles. The former shall have the
same specification as per (A) above and the latter as per marble mosaic tiles as per (C) except as
mentioned below .
47.4. 2. The tiles shall be of nominal size of 250 mm. x 250 mm. or as specified. The centre to centre
distance of chequer shall not be less then 25 mm. and not more than 50 mm. The overall thickness
of the tile shall be 22 mm.
47.4.3. The grooves in the chequers shall be uniform and straight. The. depth of the grooves shall
not be less than 3 mm. The chequered tiles shall be plain coloured or mosaic as specified. The thick-
ness 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 ex-
cept in following respects :
(1) The length of a tile including note shall be 300 mm.
(2) The minimum thickness shall be 28 mm.
(3) The nosing shall have also the same wearing layer as at the top.
(4) The nosing edge shall be rounded.
(5) The front portion of the tile for a minimum length of 75 mm. from and including the nosing shall
have grooves running parallel to nosing and at centers not exceeding 25 mm. Beyond that the tiles
shall have normal chequer pattern.
M-49. Polished Kotah Stones
49.1. Polished Kotah stone shall have the same specification as per rough Kotah stone except as
mentioned below :
49.2. The stones shall have machine polished surface. When brought on site, the stones shall be sin-
gle 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 ma-
chine 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 thick-
ness of tile shall be 6 mm. Except as above the tiles shall conform to I.S. 1977-1970.
M-56. Galvanized iron pipes and fittings
56.1. Galvanized iron pipes shall be of the medium type and or required diameter and shall comply
with I.S.1239-1979. The specified diameter of the pipes shall refer to the inside diameter of the bore.
Clamps, screw and all galvanized iron fittings shall be of the standard ' R ' or equivalent make.
M-57. Bib cock and stop cock
57.1 A bib cock is a draw off tap with a horizontal inlet and free outlet. A stop cock is a valve with a
suitable means of connection for insertion in a pipe line for controlling or stopping the flow.
57.2. They shall be of screw down type and or brass chromium plated and of diameter as specified
in the description of the item. They shall conform to I.S. 781-1977 and they shall best Indian make.
They shall be polished bright.
57.3. The minimum finished weight of bib cock and stop cock shall be as given below :
Diameter Bib cock Stop cock Diameter Bib cock Stop cock
M-58. Gun metal wheel valve
58.1. The gun metal wheel valve shall be of approved quality. These shall be of gun metal fitted with
wheel and shall be of gate valve opening full way and of the size as specified. These shall conform to
M-59. White glazed porcelain wash basin
59.1. Wash basin shall be of white porcelain first quality best Indian make and it shall con-
formtoI.S.2556.(Part-IV ) -1972 and I.S.771-1979. The size of the wash basin shall be as specified in
the item. Wash basin shall be of one piece construction with continued over flow arrangements. All
internal angles shall be designed so as to facilitate cleaning. Wash basin shall have single tap hole or
two holes as specified. Each basin shall have a circular waste hole which is either rebated or beveled
internally with 65mm. diameter at top and 10 mm. depth to suit the waste fitting. The necessary
stud slot to receive the bracket on the underside of the basin shall be provided Basin shall have an
internal soap holder recess which shall fully drain into the bowl.-
59.2. White glazed pedestal of inequality and color as that to the basin shall be provided where spec-
ified 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 con-
form 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 flush-
ing. It shall also have an inlet at black an or front for connecting flush pipes as directed, The inside
of the bottom or the pan shall have sufficient slope from the front towards the outlet and surface
shall be uniform and smooth. Pan shall be provided with 100 mm. diameter 'P' or 's' trap with ap-
proximately 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 con-
form to I.S.771-1979. It shall be of best Indian make and. size as specified and approved by the En-
gineer-in-Charge. The flat back of corner type urinal must be of 1st quality free from any defects,
M-67. Flush cock.
67.1. Half turn flush cock (Heavy weight) shall be of gun metal chromium plated of diameter as
specified in the description of the item. The flush cock shall conform to relevant Indian Standard.
M-68. Cast iron pipes and fittings.
68.1. All soil, water, vent and anti-siphonage pipes and fitting shall conform to I.S.1729-1964.The-
pipesshall 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 concen-
tric. They shall be sound and nicely cast and shall be free from cracks, laps, pinholes or the imper-
fection and shall be neatly dressed and carefully fettled.
68.2. The end of pipes and fittings shall be reasonable square to their axis.
68.3. The sand of cast iron pipes shall be of the diameter as specified in the description and shall be
in lengths of 1.5 M., 1.8 M. including socket ends of the pipe unless shorter lengths are either speci-
fied or required at junctions etc. The pipes and fittings shall be supplied without ears unless speci-
fied or directed otherwise.
68.4. Tolerances :
68.4.1. The Standard weights and thickness of pipes shall be as shown in the following table.
A tolerance up to minus 10 per cent may however be allowed against these standard weights.
Sr. Nominal Thickness Overall 1,5 Weight of pipe excluding
No. dia. of bore m. long 1.8 m. long ears 2.m.
68.4.2. A tolerance up to minus 15 percent in thickness and 20 mm. length will be allowed. For
fittings tolerance in lengths shall-be plus 25 mm. and minus 10 mm.
68.4.3. The thickness of fittings and their socket and spigot dimensions shall conform to the thick-
ness 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.Thesur-
faceshallbesmoothand free form craze, chips and other flaws or any other kind of defects which af-
fect 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 pro-
vided on the trap of appropriate size.
M-70. Gully Trap
70.1. Gully trap shall conform to I.S.651 -1980. If shall be sound, free from defects such as fire cracks
or hair. cracks. The glaze of the traps shall be free from crazing. They shall give a sharp clear note
when struck with light hammer. There shall be no broken blisters.
70.2. The size of the gully trap shall be as specified in the item.
70.3. Each gully trap shall have one C.I. grating of square size corresponding to the dimensions, of
inlet of gully trap. It will also have a water tight C.l. cover with frame inside dimensions
300mm.x300mm. the cover with frame inside dimensions 300 mm. x 300 mm. the cover and weigh-
ing 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 show-
ing 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 permis-
sible deviation from the nominal diameter of the line wire and point wire shall not exceed +
78.2. The barbs shall carry four points and shall be formed by twisting two point wires, each two
turns, lightly round one line wire, making altogether four complete turns. The barbs shall have a
length of not less than 13 mm. and not more than 18 mm. The point shall be sharp and cut at an
angle not greaterthan35degree of the axis of the wire forming the barbs.
78.3. The line and point wires shall be circular in section, free from scale and other defects and shall
be uniformly galvanized. The line wire shall be in continuous length and shall not contain any welds
other than those in the rod before it is drawn. The distance between two successive splices shall not
be less than 15 metres.
78.4. The lengths per 100 Kg. of barbed wire I.S. type I shall be as under: Nominal 1000 metre Mini-
mum 934 Metre Maximum 1066 Metre
(D7) :DETAIL SPECIFICATION FOR WORK ITEMS:-
Excavation for foundation in trenches in ordinary, dense, hard soil, sand, clay, soft murrum
up to 1.50 Mt. depth including strutting, shoring wherever necessary and throwing away the
extra stuff within any lead and outside of Substation premises and its dressing etc. complete
as directed by E. I. C.
1.1. Any soil which generally require close application of picks or jumpers or scarifiers to loosen
it, stiff clay, gravel and stone, etc. or organic soil, gravel silt, sand, turf, loam, clay, peat, etc. fall under
2.0. Clearing the site
2.1. The site on which the structure is to be built shall be cleared, and all obstructions loose stone,
materials, and rubbish of all kind, bush wood and trees shall be removal as directed. The materials
so obtained shall be property of the Government and shall be conveyed and stacked as directed up
to any. lead. The roots of the trees coming in the sides shall be cut and coated with a 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 pre-
cautionary measures shall be paid separately if not specified. The bottom of the excavated area shall
be leveled both longitudinally and transferal as directed by removing and watering as required. No
earth filling will be allowed for brining it to level. If by mistake or any excavation is made deeper or
wider than that shown on the plan or directed. The extra depth or width shall be made up with
concrete of same proportion as specified for the foundation concrete at the cost of the contractor
The excavation up to 1.5 m depth shall be measured under this item.
5.0. Disposal of the excavated stuff
5.1. The excavated stuff of the selected type shall be used in filling the trenches and plinth or
leveling the ground in layers including ramming and watering etc.
5.2. The balance of the excavated quantity shall be removed by the contractor from the site of
work to a place as directed with lead up to all lead and lift.
6.0. Mode of measurements & payment
6.1. The measurement of excavation in trenches for foundation shall be made according to the
sections of trenches shown on the drawing or as per sections given by the Engineer-in- Charge. No
payment shall be made for surplus excavation made in excess of above requirements or due to stop-
ping and sloping back as found necessary on account of conditions of soil and requirements of safety.
6.2. The rate shall be for a unit of one cubic meter.
Excavation for foundation in trenches in ordinary, dense, hard soil, sand, clay, soft murrum
up to 1.50 Mt. to 3.0 mt. depth including strutting, shoring wherever necessary and throwing
away the extra stuff within any lead and outside of Substation premises and its dressing
etc.and its dressing etc. complete as directed by E. I. C.
1.0 Workmanship
1.1 The relevant specification of item no. 1 shall be followed except that the excavation work
shall be carried out with 1.5Mt to 3.0Mt lift in ordinary soil, sand, clay, soft murrum.
2.0. Mode of measurements & payment
2.1 The relevant specification of item no. 1 shall be followed.
2.2 The excavation work from 1.5Mt to 3.0Mt shall be measured under this item.
2.3. The rate shall be for a unit of one cubic meter.
Excavation for foundation in trenches in ordinary, dense, hard soil, sand, clay, soft murrum
up to 3.00 Mt. to 5.0 mt. depth including strutting, shoring wherever necessary and throwing
away the extra stuff within any lead and outside of Substation premises and its dressing etc.
and its dressing etc. complete as directed by E. I. C.
1.0 Workmanship
1.1 The relevant specification of item no. 1 shall be followed except that the excavation work shall
be carried out with 3.0Mt to 5.0Mt lift in ordinary soil, sand, clay, soft murrum.
2.0. Mode of measurements & payment
2.1 The relevant specification of item no. 1 shall be followed.
2.2 The excavation work from 3.0Mt to 5.0Mt shall be measured under this item.
2.3. The rate shall be for a unit of one cubic meter.
Filling available excavated earth (Excluding rock) in trenches, plinth sides of foundation etc.
in layers not exceeding 20 CM in depth, consolidating each deposited layers by ramming and
1.0 Workmanship
1.1 The earth to be used for filling shall be free from salts, organic or other foreign matter. All
clots of earth shall be broken.
1.2 As soon as the work in foundation has been completed and measured the site of foundation
shall cleared of all debris, brick bats, mortar dropping etc., and filled with earth in layers not exceed-
ing 20 cms. Each layer shall be adequately watered, rammed and consolidated before the succeeding
layer is laid. The earth shall be rammed with iron rammers where feasible and with the butt ends
of crow bars, where rammer cannot be used.
1.3 The plinth shall be similarly filled with earth in layers not exceeding 20 cms. adequately wa-
tered and consolidated by ramming with iron or wooden rammers. When filling reaches finished
level the surface shall be flooded with water for at least 24 hours and allowed to dry and then
rammed and consolidated.
1.4 The finished level of filling shall be kept to shape intended to be given to floor.
1.5 In case of large heavy duty flooring like factory flooring, the consolidation may be done by
power rollers, where so specified. The extent of consolidation required shall also be as specified.
1.6 The excavated stuff of the selected type shall be allowed to be used in filling the trenches and
plinth. Under no circumstances black cotton soil be used for filling in the plinth.
2.0 Mode of Measurements & Payment
2.1 The payment shall be made for filling the plinth and trenches. No deduction shall be made
for shrinkage and voids, if consolidated as instructed above.
2.2 The rate shall be for a unit of one cubic meter.
Filling in foundation and plinth with murrum or selected soil in layers of 20 CM thickness
including watering, ramming and consolidation etc. complete (Yellow earth should be
brought by contractor from out side) Note : 25 % of the successive bill amount shall be re-
tained till lapse of one full scale monsoon and rectifications of subsistence if any to the design
1.1. Murrum shall be clean, of good binding quality, and of approved quality obtained from ap-
proved pots / quarries of disintegrated rocks which contain silicon materials and natural mixture of
clay of calcareous origin. The size of murrum shall not be more than 20mm.
2.0 Workmanship
The relevant specifications of item No. 4 shall be followed except that murrum or selected soil shall
be filled in foundation and plinth in 20 cms. Layers including consolidating, ramming, watering,
dressing, etc. complete.
3.0. Mode of Measurements & Payment
3.1. The relevant specifications of item No. 4 shall be followed.
3.2. The rate includes cost of collecting, carting murrum / or selected earth of approved quality with
all lead and labour required for filling the same in trenches and plinth under floors.
3.3. The rate shall be for a unit of one cubic meter.
Filling in plinth with sand under floors including watering, ramming consolidating and dress-
ing etc. complete.
1.1. Sand shall conform to M6.
2.0 Workmanship
The relevant specifications of item No. 4 shall be followed except that sand shall be filled in under
floors, including watering, ramming, consolidating and dressing etc. complete.
3.0. Mode of Measurements & Payment
3.1. The relevant specifications of item No. 4 shall be followed.
3.2. The rate includes cost of collecting, carting sand with all lead and labour for filling the same in
plinth under floors.
3.3. The rate shall be for a unit of one cubic meter.
Providing and applying anti termite treatment, as per IS 6313 (part II & Part III 2001) for
building works in pre construction & Post construction stages, using chemicals conforming
to relevant IS in water emulsion and effective when applied uniformly over the area to
treated. The chemical to be used is chloro-pyriphos 20 % EC or its equivalent. The treatment
is to be carried out as per the procedure mentioned below and treated plinth surface area is
to be taken for measurement.
a) For pre-construction treatment: For plinth filling and periphery holes inside plinth to be
drilled and 300mm centre to centre each having depth 1.5 mtr and for inside plinth the holes
are to be treated with diluted chemical solution 1.5 ltr. Per hole in the ratio of 1:20 per pe-
riphery, i.e. outside plinth the ditch is to be treated with diluted solution 2.25 ltr. per Rmt. in
the ratio 1:20. The entire surface area is to be treated with diluted solution of dose 2.25 ltr.
per smt over and above as a plinth surface treatment.
Specification for the item shall be as per item description and relevant IS code.
“For Anti-termite Treatment:-
The contractor shall submit performance guarantee of the anti-termite treatment item at the rate
of 20% of cost of item of work order in the form of DD or in the form of BG of Schedule Bank /
Nationalised Bank in favour of GETCO (A/c Agency) for a period of 5 years from actual date of
completion of work on non-judicial stamp paper of appropriate value in approved format of GETCO.
In the event of unsatisfactory performance of anti-termite treatment work, the agency shall carry
out necessary remedial/rectification works that may be necessary in the opinion of GETCO at no
extra cost, failing which BG shall be encashed by GETCO. The BG shall be released only after
satisfactory completion of performance period of 5 years.”
Measurement will be paid in square meter basis.
Brick work using common fly ash / concrete blocks/ building bricks having crushing
strength not less 35 kg. / sq. cm. in foundation and plinth in cement mortar 1:6 (1 -Cement :
Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6. Cement mor-
tar shall conform to M-11. Brick shall conform to M-15.
2.0 Workmanship
2.1. Proportion : The proportion of the cement mortar shall be 1:6 (1 Cement : 6 fine sand) by vol-
2.2 Wetting of bricks : The bricks required for masonry shall be thoroughly wetted with clean water
for about two hours before use or as directed. The cessation of bubbles, when the bricks are
wetted with water is an indication of thorough wetting of bricks.
2.3.1 Laying : Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks
shall not be used except when necessary to complete to bond, closers in such case shall be cut
to the required size and used near the ends of walls.
2.3.2 A layer of mortar shall be spread on full width for suitable length of the lower course. Each
brick shall first be properly bedded and set home by gently tapping with the handle of trowel
or wooden mallet. It side face shall be flushed with mortar before the next brick is laid and
pressed against it. On completion of course, the vertical joint shall be fully filled from the top
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 di-
rectly one over the other. The thickness of the brick course shall be kept uniform.
2.3.4 The bricks shall be laid with frog upwards. A set of tools comprising of wooden straight
edges, mason’s spirit level, square half meter rub, and pins, string and plumb shall be kept on
the site of the work for frequent checking during the progress of work.
2.3.5 Both the faces of the walls of thickness greater than 23 cms. shall be kept in proper place.
All the connected brickwork shall be kept not more than one meter over the rest of the work.
Where this is not possible the work shall be raked back according to bond (and not left toothed)
at an angle not steeper than 45 degrees.
2.3.6 All fixtures, pipes, outlets of water, holdfasts of doors and windows, etc. which are required
to be built in wall shall be embedded in the cement mortar.
2.4.1 Bricks shall be so laid that all joints are quite flush with mortar. Thickness of the joint shall
not exceed 12mm. The face joints shall be raked out as directed by raking tool daily during the
progress of work, when the mortar is still green so as to provide key for plaster or pointing to
2.4.2 The face of the brick shall be cleaned the very day on which the brick work is laid and all
mortar dropping removed.
2.5.1 Green work shall be protected from the rain suitable. Masonry work shall be kept moist on
all the faces for a period of seven days. The top of the masonry work shall be kept well wetted
at the close of the day.
2.6 Preparation of the foundation bed
2.6.1 If the foundation is to be laid directly on the excavated bed, the bed shall be leveled, cleaned
of all the loose materials, cleaned and wetted before starting masonry. If masonry is to be laid
on concrete footing, the top of the concrete shall be cleaned and moistened. The contractor
shall obtain the engineer’s approval for the foundation bed, before foundation masonry is
started. When pucca flooring is to be provided flush with the top to plinth, the inside plinth
offset shall be kept lower than the outside plinth top by the thickness of the flooring.
3.0 Mode of measurement
3.1 The measurements of this item shall be taken for the brick masonry fully completed in founda-
tion up to plinth. The limiting dimensions not exceeding those shown on the plans or as di-
rected shall be final. Battered, tapered and curved portion shall be measured net.
3.2 No deduction shall be made from the quantity of brick work, nor any extra payment made for
embedding in masonry or making holes in respect of following items.
(1) End of joints, beams, posts, girders, rafters, purlins, trusses, corbel, steps, etc. where cross
section area does not exceed 500 sq cm.
(2) Opening not exceeding 1000 sq cm.
(3) Wall plates and bed plates, bearing of slabs, and the like whose thickness does not exceed
cm and the bearing does not extended to the full thickness of the wall.
(4) Drainage holes and recesses fro cement concrete blocks to embed hold fasts for doors, win-
(5) Iron fixtures, pipes up to 300mm dia, hold fasts and doors and windows built into masonry
and pipes, etc. for concealed wiring.
(6) Forming chases of section not exceeding 350 sq. cm. in masonry.
3.3 Apertures for fire places shall not be deducted nor shall extra labour required to make splaying
of jambs, throttling and making arches over the apertures be paid for separately.
3.4 The rate shall be for a unit of one cubic meter.
Brick work using common fly ash building bricks having crushing strength not less 35 kg. /
sq. cm. for super structure above plinth level up to floor two level (i.e. 4.0 m above plinth
level and parapet above the same) in cement mortar 1:6 (1 -Cement : 6 - Fine sand)
The specification of item no. 8 shall be applicable to this item but for brick masonry for super struc-
ture above plinth level up to floor two level i.e. 4.0m above plinth level and parapet above the same.
The rate shall for a unit of one cubic metre.
Half brick masonry in fly ash / concrete blocks building bricks having crushing strength not
less than 35 kg/sq.cm. in cement mortar 1:3 (1 - Cement : 3 - Coarse sand) with 2 Nos. of
mm mild steel round bars after every three courses embedded in cement mortar above plinth
level up to floor two level.
Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6. Cement mor-
tar shall conform to M-11. Brick shall conform to M-15. M.S. reinforcement shall conform to M-18.
2.0 Workmanship
2.1 Relevant specification of bricks, wetting and laying of bricks, joints, curing, scaffolding etc. shall
conform to Item no. except the following :
2.2 Cement mortar used in masonry work shall be in proportion of one part of cement and three
parts of sand by volume and shall conform to M-11, and this work is for half brick thickness for
partition walls.
2.3 The hoop iron i.e. two nos. of 6mm dia MS round bars shall be provided at every third course.
The ends of reinforcement shall be full embedded in main walls on both sides as directed. Rein-
forcement shall be placed on top of the bottom-most course. Laps shall be of 15 cms. of mild steel
bars of hoop iron.
2.4 The joints in the course where reinforcement is placed shall admit of mortar cover to the rein-
3.0 Mode of measurements and payment
3.1 The rate shall be for half brick masonry work including providing specified reinforcement, the
limiting dimension not exceeding those in plan or as directed. The length shall be measured nearest
3.2 Any work done extra over specified dimensions shall be ignored.
3.3 The rate shall be for a unit of one sq. meter.
Providing & laying M-15 grade of concrete with minimum cement content 300 kg/M 3 and
keeping maximum free water cement ratio as 0.60, for plain structure foundation using
mm to 20 mm size black trap machine crushed metal including necessary centering for all
sides as required, mixing the concrete in mixer machine, ramming with vibrator, including
keeping pockets for foundation bolts & finishing the exposed honey combed surface if any,
curing, etc., complete as per drawing & specification, and as directed by E. I. C. (Finishing by
Plaster & Reinforcement if any will be paid separately)
M-15 grade of concrete using machine cut black trap of size 12 to 20mm shall be laid using minimum
cement content of 300 Kg / Cmt. and free water cement ratio of 0.55. Sample of ingredients to be
used shall be got approved.
The general specification of concrete shall be applicable for this item. Rate quoted shall be of all
materials, labour, tools, tackles, shuttering, scaffolding, curing, etc. as per item. Concreting work,
involved in this item, is for the foundation work for various equipments and machinery.
Payment shall be made on actual cu. M. of concrete work done as per detailed drawing furnished by
The pockets to be grouted shall be properly cleaned. Dust and other foreign materials shall be re-
moved. If required, it shall be cleaned by Air blower. If surface is not rough, roughening shall be
done, if necessary and instructed by Engineer – in – Charge for bonding purpose. Existing surface
shall be applied with thick paste of cement mortar. No separate payment will be admissible for this.
Payment shall be made for actual quantity of concrete work done for grouting.
Providing & Laying controlled cement concrete M-200 curing complete excluding the cost of
form work and reinforcement for reinforced concrete work in
a) Foundation, footings, Bases of columns etc. and Mass concrete,
b) Slabs, Landings, shelves, Balconies, Lintels, Beams, Girders and cantilever up to
floor two level,
c) Columns pillars posts and struts up to floor two level.
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 aggre-
gates 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 be-
tween the strength of any two grades specified in the above table, such concrete shall be classified
in for all purposes as concrete belonging to the lower of the two grades between which its strength
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 admixture.
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 rea-
sonable 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 equip-
ments shall be maintained in clean, and serviceable condition. Their accuracy shall be periodically
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 ad-
justed to compensate for variations in the moisture content. For the determination of moisture con-
tent 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. Meas-
ured 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 meas-
ured 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
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. Mix-
ing plant shall be thoroughly cleaned before changing from one type of cement to another.
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 –
The slump of 10 mm to 25 mm shall be adopted when vibrators are used and 80 mm when vibrators
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. Move-
ment 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 imme-
diately 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 con-
crete shall not be placed against concrete which has been in position for more than 30 minutes un-
less 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 metre when internal vibrators are used and not exceeding 0.30 metre in all other cases.
3.7.3 Unless otherwise agreed to by the Engineer – in – Charge, concrete shall not be dropped into
place from a height exceeding 2 metres. 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 can not be used. Sufficient vibrators in serviceable condi-
tion shall be kept at site so that spare equipment is always available in the event of breakdowns.
Concrete shall be judged to be compacted when the mortar fills the spaces between the coarse ag-
gregate 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.
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 ini-
tial set and shall be kept continuously wet for a period of not less than 14 days from the date of
placement. Masonary 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 rea-
sonable chance of being tested i.e. the sampling should be spread over the entire period of concret-
ing and cover all mixing units. The minimum frequency of sampling of concrete of each grade shall
be in accordance with following:
Quantity of con- No. of samples Quantity of concrete No. of samples
crete in the work in the work
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 spec-
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 grad-
ually 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.
4.0.3 Immediately after the removal of forms, all exposed bolts etc., passing through the cement con-
crete 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 de-
fects 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 re-
inforcement, 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 fro 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 de-
duction 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 metre.
Providing and laying Thermo Mechanically Treated (TMT bars) steel reinforcement con-
forming to grade Fe 415 IS : 1786 for RCC work including cutting, bending, hooking and bind-
ing the reinforcement with approved quality of binging wire etc., completed as per design
All reinforcement TMT bar specified in item shall confirm to relevant IS standard 1786 for thermo
mechanical Tested bars, Wherever tested brands to be used, certificate for the same from manufac-
ture 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 bend wrongly, it should be straightened and recent
such that it do not injure the materials.
Laps and splices shall be got approved. They shall be staggered and shall be at location shown/ap-
proved. 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.
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 embed-
ded 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 condi-
tion, location of structure etc., as per ISI.
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.
For the purpose of payment, the bar shall be measured correct up to 100 mm length and weight
payable worked out at the rate specified below :
1 6 mm x 0.22 Kg / Rmt. 8 20mm x 2.47 Kg / Rmt.
2 8 mm x 0.39 Kg / Rmt. 9 22mm x 2.98 Kg / Rmt.
3 10 mm x 0.62 Kg / Rmt. 10 25mm x 3.85 Kg / Rmt.
4 12 mm x 0.89 Kg / Rmt. 11 28mm x 4.83 Kg / Rmt.
5 14mm x 1.21 Kg / Rmt. 12 32mm x 6.31 Kg / Rmt.
6 16 mm x 1.58 Kg / Rmt. 13 36mm x 7.99 Kg / Rmt.
7 18 mm x 3.00 Kg / Rmt. 14 40mm x 9.86 Kg / Rmt.
Providing 15 mm. thick cement plaster in single coat in C. M. (1:3) on fair side brick / concrete
wall for interior plastering of floor two level including finishing the surfaces with smooth
cement finishing, necessary drip moulding, scaffolding, curing with three coats of the white
wash or colour wash as directed by E. I. C.
1.1 Water M-1. The cement mortar of proportion 1:3 shall conform to M-13.
2.0 Workmanship
2.1 Scaffolding : Wooden ballies, 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 :
2.2.1 The surface shall be cleaned of all dust, loose mortar droppings, traces, of algae, efflo-
rescence and other foreign matter by water or by brushing. Smooth surface shall be roughened by
wire brushing if it is not hard and by racking if it is hard. In case of concrete surface, if a chemical
retardant has been applied to the hard and by racking if it is hard. In case of concrete surface, if a
chemical retardant has been applied to the form work, the surface shall be roughened by wire brush-
ing and all the resulting dust and loose particles cleaned off and care shall be taken that none of the
retardant is left on the surface. Trimming of projections on brick / concrete surface where necessary
shall be carried out to get an even surface.
2.2.2 Raking of joints in case of masonry where necessary shall be allowed to dry out for sufficient
period before carrying out the plaster work.
2.2.3 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.
2.2.4 For external plaster, the plastering 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 supporting ceiling resting on the wall of the
floor have been removed. Ceiling plaster shall be completed before starting plaster to walls.
2.3 Applications of plaster :
2.3.1 The plaster about 15 x 15 cms. shall be first applied horizontally and vertically at not more
than 2 metre intervals over the entire surface to serve as gauge. The surfaces of these gauges shall
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1. T-158 Draft tender (12th Attempt).pdf
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