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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹11.1 L
EMD Value
₹12,000
Closing Date
26 Oct 2026, 6:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Executive Engineer, Irrigation Division, Kheda District Panchayat, Nadiad
F.P.Scheme At Village Dampat Tabe Lilava Nr.Sukhdev Temple Ta.Kathlal Dist.Kheda
353149
06/2026-27
Open
Civil Works
Works
Nadiad
12 documents required · 12 mandatory
₹900
Executive Engineer, Irrigation Division, Kheda District Panchayat, Nadiad
₹12,000
9 Oct 2026
9 Oct 2026
9 Oct 2026
26 Oct 2026
9 Oct 2026
Name of Work:-F.P.Scheme At Village Dampat Tabe
Lilava Nr.Sukhdev Temple Ta.Kathlal Dist.Kheda
COMPLETE BIDDING DOCUMENT
GOVERNMENTOFGUJARAT
Narmada, Water Resources, Water Supply and Kalpsar Department
Office of the Executive Engineer
Irrigation Division
Kheda District Panchayat, Nadiad
This is a generic SBD to be used for Civil works. Each user/concern departmentneeds
to examine and put up their particular bidding requirement like; qualification
criteria, contract Data etc., marked at [#] while finalizing their own bidding process.
SrNo Section Description PageNo
1 InvitationforBid(IFB)
2 Section-1 InstructionstoBidders
3 Section-2 QualificationInformation
4 Section-3 ConditionsofContract
5 Section-4 ContractData
6 Section-5 TechnicalSpecification
7 Section-6 FormofBid
8 Section-7 BillofQuantities
9 Section-8 SecuritiesandOtherForms
10 Section-9 Drawings
11 Section-10 Documentstobe furnished ByBidder
INVITATIONFORBID
NATIONALCOMPETITIVEBIDDING
1. The Office of the Executive Engineer, Irrigation Division,Kheda District Panchyat,Nadiad
invites bids for construction of works detailed in table. The bidders may submit bids for
the following works.
Pack Name ofwork Approximate Bid Cost of Period of #Class of
age valueof works security docume completi Registration/
No. (Rs.) (EMD nt on Category of
1%) (Rs.) contractor if
1. F.P.Scheme At 1114518.99 12000.00 900/- 6 Months Class
Village Dampat E2"&Above
Temple Ta.Kathlal
(Survey No.1488)
2. Prospective / Interested bidder may download the Bid Documents from website
https://tender.nprocure.com free of cost till the Time and Date as mentioned on online NIT at
website https://tender.nprocure.com.
3. However,BidderwhoissuebmittingtheBidOnlinewillhavetopaytheBidDocumentFee/TenderFeethr
oughDemandDraftonlyofanyScheduleBankpayableat and in
favor of ‘Executive Engineer, Irrigation Division, Kheda District Panchyat,Nadiad.Once the Bid is
received online, Bid Document / Tender Fee will not be refundable.
The Demand Draft for Bid Document / Tender fee and FDR / Bank Guarantee against Bid
Security / EMD shall be submitted in electronic format through online (by scanning)while
uploading the bid, this submission shall mean that bid document / tender fee and
BidSecurity/EMD has beenreceived. Accordingly,the offerof only those shallbe opened whose
Bid Document / Tender Fee and Bid Security / EMD have been received electronically. However,
for the purpose of realization of Demand Draft, and FDR / Bank Guarantee bidder shall send the
same in original through R.P.A.D. so as to reach to Executive Engineer, Irrigation Division,Kheda
District Panchyat,Nadiadwithin 7 Days from the last day of bid submission.
Penaltativeaction for not submitting Demand Draft / FDR / Bank Guarantee in original to
Executive Engineer / Tender Inviting Authority by bidder shall be initiated.WRD GR No. PRC-
102014-1-MICell-K.1 Dated: 29/10/2014
4. Bids received online, willbe opened on the time, date and place as specified in the online
NIT at website https://tender.nprocure.com in the presence of the bidders or their authorized
representatives, who wish to remain present.
If the office happens to be closed on the day of opening of the bids as specified, the bids will be
opened on the next working day at the same time and venue.
5. Aprebidmeetingwillbeheldon………………………………at………………………..hrs.atthe office of
Executive Engineer, Executive Engineer Salinity Control Division, Jamkhambhaliyato clarify the
issues and to answer questions on anymatter that mayberaisedatthatstageas
statedinclause9.2of‘instructionsto Bidders’ of the bidding documents.Deleted By EE
6. Bid Security (EMD) is Rs..12000(equal to 1% of Estimated Amount put to bid / tender and should
be rounded off to the next thousand rupees.)
7. OtherInformationisasunder:
A. Agencies can prepare and edit their offers a number of times before the end of the
tender submission date and time. After the tender submission date and time, the bidder
cannot modify / edit / withdraw their submitted offer in any case. No written or online
request in this regard shall be granted.
B. Offersinphysicalformwillnotbeacceptedinanycase.
C. Demand Draft purchased by the other then bidder and issued after the last date of
submission of Bids, will not be considered or accepted.
D. The cost incurred by the contractor for this offer for clarification or attending
discussion, conferences or site visits will not be reimbursed by the Employer or
Engineer-in-Charge.
E. Conditionaltendershallnotbeaccepted.
F. Any changes, addition, alternation made in the prescribed form attached with tender
are liable to be rejected.
G. Any change in format or conditional Bank Guarantee will not be accepted and the
bidder will be considered non-responsive.
H. All the bidders are instructed to fill in information strictly in accordance with the
format given in the checklist /qualification document / tender document.
I. Itismandatoryforthebidderstosupplyeachandeveryinformationasaskedstrictly in
electronic format at appropriate places only.
J. Blank / insufficient information shall be treated as nil information and shall result in
disqualification.
K. Even if the bidder has been qualified in a similar or larger size of project in the
past,itshallnotbedeemedtobeaground/reasonfornotgivingrequiredinformationfor this
L. Information supplied for earlier projects shall not be considered while evaluation of
this bid. The Government will not ask for any other information, unless it is found
absolutely necessary by the competent authority.
M. Iffoundnecessary,thecontractorwillbeintimatedfornegotiation,
# FortheworkscostinguptoRs.7.5crore(WRD
Works),Rs.7.0crore(ROAD/BRIDGE/BUILDINGWORKS), Rs.0.5 Crore (Electrical
Works) kindly refer to GOG NWRWS & K Department’s circularNo.
Paracha/1097/1397(11)/pa.fa./MICELL(K-1) Date.18/01/2018&Dated
For the works costing under Rs.7.5 crore for Construction works of Water Resources
Department, and 7.0 crore for Roads, Bridges and Building and Rs.0.50 Crore for
Electrical Works following documents shall be submitted in electronic format only
through online by scanning and the (i) Bid Document Fee / Tender Fee (ii) Bid Security /
EMD should be sent in original to the Tender opening authority through RPAD, so as to
reach the Executive Engineer within 7 days from last day of submission of Bid.
I. BidDocumentFee/TenderFee
II. BidSecurity/EMDorValidEMDExemptionCertificateofAppropriateClassof
Registration of Approved Contractors
III. RegistrationCertificateofClass– “E-2” and abovein Narmada, Water Resources, Water
Supply &Kalpsar Department and / or Road and Building Department or any other
Department of Gujarat State.
IV. Registration Certificate of Special Category - Road CategoryIII and above with DMP
V. GSTNumber and Pan Card
VI. Bank Solvency Certificate of the Current financial year
VII. (20% of Estimated Cost put to Tender)
VIII. Scanned copy of the latest Income Tax return with permanent account number (PAN)
andIncomeTax ward where assessed.
IX. Latest Certificate of registration or renewal receipt.
X. Details regarding name, address, etc. as per as per Annexure-1 in Section-10
XI. Declaration regarding works on hand with bidder as per Annexure-6 in Section-10
INSTRUCTIONSTOBIDDERS
Section1:InstructionstoBidders
Tableof Clauses
PageNo. PageNo.
A. General D.SubmissionofBids
1. ScopeofBid 8 19. Sealing&MarkingofBids
2. SourceofFunds 8 20. DeadlineforSubmissionof
3. Eligible Bidders 8 21. LateBids
4. Qualificationofthe 8 22. Modification and
Bidder WithdrawalofBids
5. OneBidperBidder
6. Costof Bidding 12 E.BidOpeningandEvaluation
7. Site Visit 12 23. BidOpening
B.BiddingDocuments 25. ClarificationofFinancial
8. ContentofBidding 13 26. ExaminationofBidsand
Documents Determinationof
9. ClarificationofBidding 13 27. CorrectionofErrors
10. AmendmentofBidding 14 28. Deleted
29. EvaluationandComparison
OfFinancialBids
B. PreparationofBids 30. Deleted
11. LanguageofBid
12. DocumentsComprising 15 F.Awardof Contract
13. BidPrices 15 31. AwardCriteria
14. CurrenciesofBidand 16 32. Employer’sRighttoAccept
Payment AnyBidandtoRejectany or
15. BidValidity 16 33. NotificationofAward and
Signingof Agreement
16. BidSecurity 16 34. PerformanceSecurity
17. AlternativeProposalsBy 17 35. AdvancePaymentand
Bidders Security
18. FormatandSigningofBid 17 36. DisputeReview Expert
37. Corrupt orFraudulent
The Office of the Executive Engineer, Irrigation Division,Kheda District Panchyat,Nadiadinvites
bids forF.P.Scheme At Village Dampat Tabe Lilava Nr.Sukhdev Tample Ta.Kathlal Survey No.1488
Dist Khedadetailed in the table given in IFB. The bidders may submit bids for any or all of the
works detailed in the table given in IFB.
1.1 The successful bidder will be expected to complete the works by the intended
completion date specified in the Contract data.
1.2 Throughout these bidding documents, the terms ‘bid’ and ‘tender’ and their
derivatives (bidder/ tenderer, bid / tender, bidding/ tendering, etc.) aresynonymous.
2. SourceofFunds
2.1 The expenditure on this project will be met from the budget of Govt. of Gujarat /Govt.
of India for centrally sponsored projects.
3. EligibleBidders
3.1 ThisInvitationforBids isopento all eligible bidders.
3.2 All bidders shall provide in Section 2, Forms of Bid and Qualification Information, a
statement that the Bidder is neither associated, nor has been associated, directly or
indirectly, with the consultant or any other entity that has prepared the design,
specifications, and other documents for the Project or being proposed as Project
Manager for the Contract. A firm that has been engaged by the Employer to provide
consulting services for the preparation or supervision of the works, and any of its
affiliates, shall not be eligible to bid.
4. Qualificationofthe Bidder
4.1 All bidders shall provide in Section 2, Forms of Bid and Qualification Information, a
preliminary description of the proposed work method and schedule, including
drawings and charts, as necessary. The proposed methodology should include a
program of construction backed with equipment planning and deployment duly
supported with broad calculations and quality assurance procedures proposed to be
adopted justifying their capability of execution and completion of work as per
technical specifications, within stipulated period of completion.Deleted By EE
#4.5 QUALIFICATIONCRITERIA:Deleted By EE
(Applicable For the works which require Pre Qualification) As per GOG NWRWS & K
Department’s Circular No. Paracha/1097/1397(11)/pa.fa./MICELL(K-1) Dated 18/01/2018
4.5.1 Qualification will be based on Applicant’s meeting all the following minimum pass/
fail criteria regarding theApplicant’s general and particular experience, personnel
and equipment capabilities and financial positions, as demonstrated by the
applicant’s responses in the forms attached to the letter of application ( specified
requirement for joint ventures are given under para 4.6 below ) Subcontractors
experience and resources shall not be taken in to account in determining the
applicants compliance with the qualifying criteria To qualify for more than one contract,
the applicant must demonstrate having experience andresources sufficient to meet the
aggregate ofthe qualification criteria for each contract given in paragraphs 4.5.4, 4.5.5 and
4.5.2 Base year and Escalation
The base year shall be taken as Current Financial year
Following enhancement facroes will be used for the costs of works executed and the financial
figure to a common base value for works completed in India.
Year Financial Year Multiplying factor
Base year of inviting tender 20___-20___
Applicants should indicate actual figures of costs and amount for the works
executed by them without accounting for the above mentioned factors.
In case the financial figures and value of completed works are in foreign cuttency
above enhanced multiplying factors will not be applied. Instead, the current market
exchange rate (State Bank of India BC selling rate as on the last date of submission of
the bid) will be applied for the purpose of conversion of the amount in foreign
currency into India rupees
4.5.3 Base year and Escalation
The Applicant shall meet with the following minimum criteria:
(a) Achieved a minimum annual financial turnover of Rs.----Crore for works in
progress and completed in all classes of civil engineering construction works in
any one year, over the last five financial years.
(b) Experience in successfully completing or substantially completing at least one
contract of similar work (……………………)of at least 40 percent of the value of
proposed contract within the last five financial years.
The works may have been executed by the applicant as prime contractor or as a
member of a joint venture or as a nominated sub-contractor. As subcontractor, he
should have acquired the experience of execution of all major items of works
under the proposed contract. In case a project has been executed by a joint
venture, weight towards experience of the project would be given to each joint
venture in proportion to their financial participation in the joint venture if work
executed jointly otherwise as per the scope of work define in Joint Venture
Substantially completed works means those works which are at least 90%
completed as on the date of submission (i.e.grossvalue of work done up to the last
date of submission is 90% or more of the original contract price) and continuing
satisfactorily.
For these, a certificate from the employers shall be submitted along with the
application incorporating clearly the name of the work, contract value, billing
amount, date of commencement of works, satisfactory performance of the
Contractor and any other relevant information.
(the experience certificate should be signed by the officer not below the rank of
(c) Contractorshould havecompleted60%of quantity ofprincipalitemsofworklike
concrete,earthwork,pipeline,pumpingstation etc.withinlast fivefinicalyears. Certificate
of competentauthorityof work donewith detail shall be produced.
4.5.4 PersonnelCapabilities.
Availabilityforhisworkofpersonnelwithadequateexperienceasrequired;asper
4.5.5 EquipmentCapabilities
Based on the studies carried out by the Engineer, the minimum suggested major
equipment to attain the completion of works in accordance with the prescribed
construction schedule are shown in the Appendix.
The bidders should, however, undertake their own studies and furnish with
their bid, a detailed construction planning and methodology supported with layout
and necessary drawings and calculations to allow the employer to review their
proposals. The numbers, types and capacities of each plant/equipment shall be
shown in the proposals along with the cycle time for each operation for the given
production capacity to match the requirements.
4.5.6 FinancialPosition
The Applicant should give undertaking that he has access to, or has available, liquid
assets (aggregate of working capital, cash in hand and uncommitted bank
guarantees) and / or credit facilities up to 25 percent of the value of the contract /
contracts applied.
4.5.7 The audited balance sheets for the last five years should be submitted, which must
demonstrate the soundness of the applicant’s financial position, showing long – term
profitability including an estimated financial projection for the next two years If
necessary, the employer will make inquiries with the applicant’s bankers.
4.5.8 LitigationHistory
The Applicant should provide accurate information on any litigation or arbitration
resulting from contracts completed or under execution by him over the last five years. A
consistent history of awards against the Applicant or any partner of a joint venture may
result in failure of the applicant.
4.5.9 Disqualification
Even though the applicants meet the above criteria, they are subject to bedisqualified
Mademisleadingorfalserepresentationintheforms, statementssubmitted, and/or
Record of poor performance such as abandoning the work, rescinding of contract for
which the reasons are attributable to the non – performance of the contractor;
consistent history of litigation awarded against the applicant or financial failure due
to bankruptcy. The rescinding of contract of a joint venture on account of reasons
other than non – performance, such as Most Experienced partner of joint venture
pulling out, court directions leading to breaking up of a joint venture before the start
of work, which are not attributable to the poor performance of the contractor will,
however, not affect the qualification of the individual partners.
4.5.10 Thebidderwhohave applied orcorporateDebtRestructuring(CDR)/facingrecovery
proceedings from financial institutions/ facingwindingup processing/ those underBIFR
inthelast5financialyear shallbeconsideredfor bid qualification.However ifthebank/
financialinstitutionhasaccepted theproposalof debtrestructuring onor beforethelast
dateofonlinesubmission,thesame shallbeconsidered forfurtherevaluation.Anaffidavit
bybidderalongwithcertificatefrombankmust beproducedinsuch cases.IncaseofJoint
Ventureagreement,thisprovisionshallbeapplicableforbothleadpartnerandJVpartner
#4.6 JOINT VENTURE: (Maximum 3 Members i.e. 1 Lead & 2 Others)
(Applicableonlyforestimatedprojectcostof50Croreandabove)Dele
4.6.1 Joint ventures must comply with the following requirement
(a) Following are the minimum qualification requirements :
(i) The lead partner shall meet not less than 50 percent of all criteria given in para
4.5.3 & 4.5.6 above. The joint venture must collectively satisfy the criteria of para
4.5.3 and 4.5.6 above. The experience of the other joint venture partners shall be
considered if it is not less than 30 percent of the qualifying criteria in para 4.5.3 &
(ii) Individually each member must satisfy the requirements of para 4.5.7 & 4.5.8 above
(iii) Bid shall be signed so as to legally bind all the partners jointlhy and severally, and
shall be submtitted with a copy of the joint venture agreement providing the joint
and several liabilities with respect to contract.
4.6.2 Qualification of a joint venture does not necessarily qualify any of its partners
individually or as a partner in any other joint venture. In case dissolution of a joint
venture, each one of the constituent firms may qualify if they meet all the
qualification requirements, subject to the written approval of the Employer.
4.7. BidCapacity.
Applicants who meet the minimumqualification criteria will be qualifiedonly iftheir
available bid capacity at the expected time of bidding is more than the totalestimated
cost of the works. The available bid capacity will be calculated as under:
AssessedAvailableBidCapacity = ( A*N*2-B),ted By EE
A=Maximum value of work executed in any one year during the last five years
(updated to the price level of the year indicated in appendix) taking into
account the completed as well as works in Progress.
B=Value at current price level of the existing commitments and ongoing works to be
completed during the next one year (period of completion of work for
whichbids are invited); and
N=Number of years prescribed for completion of the works for which the bids are
Note :-In Case of joint venture, the available bid capacity will be applied for
each partner to the extent of his proposed participation in the
execution of the work.
4.8 Even though the bidders meet the above qualifying criteria, they are subject to
be disqualified if they have:
- Mademisleadingorfalserepresentationintheforms,statementsandAttachments the
submitted in proof the qualification requirements; and / orRecord of poor
performance such as abandoning the works, not properly completing the
contract, inordinate delay in completion, litigation history, or financial failures
- Participated in the previous bidding for the same work and had quoted
unreasonably high bid prices and could not furnish rational justification to the
5. Onebidper bidder
5.1.Each bidder shall submit only one bid for one package. A bidder who submits or
participates in more than one bid (other than as a subcontractor or in cases of
alternatives that have been permitted or requested) will cause all the proposals with
the bidder’s participation to be disqualified.
6. Cost of Bidding
6.1.The bidder shall bear all costs associated with the preparation and submission of his Bid,
and the Employer will in no case be responsible and liable for those costs.
7.1.The Bidder, at the Bidder’s own responsibility and risk is encouraged to visit and
examine the Site of work and its surrounding and obtain all information that may be
necessary for preparing the Bid and entering into a contract for construction of the
ThecostsofvisitingthesiteshallbeattheBidder’sownexpense.
B. BIDDINGDOCUMENTS
8. ContentofBiddingDocuments
8.1 Thesetofbiddingdocumentscomprisesthedocumentslistedbelowandaddenda
issued in accordance with Clause 10:
Section Particulars Volume No.
- InvitationforBids
Instructions to Bidders
Qualification Information
Conditions of Contract
Technical Specification
Bill of Quantities
Securities and Other Forms
Documents to be furnished By Bidder
8.2. Volumes I, II, III and IV are available online and documents to be furnished by the
bidder in compliance to section 2 will be prepared by him and furnished as Volume-
V in two parts (refer clause 12).
8.3. The bidder is expected to examine carefully all instructions, conditions of contract,
contractdata, forms, terms, technicalspecifications, billofquantities,forms, Annexes
and drawings in the Bid Document. Failure to comply with the requirements of Bid
Documents shall be at the bidder’s own risk. Pursuant to clause 26 hereof, bids
which are not substantially responsive to the requirements of the Bid Documents
shall be rejected.
9. ClarificationBiddingDocuments
9.1 A prospective bidder requiring any clarification of the bidding documents may
notify the Employer in writing or through E-mail at the Employer’s address
indicated in the invitation to bid. The Employer will respond to any request for
clarification which he received earlier than 15 days prior to the deadline for
submission of bids. Employer’s response will be published on website including a
description of the enquiry but without identifying its source.
9.2. Pre-bidmeetingDeleted By EE
9.2.1. The bidder or his official representative is invited to attend a pre-bid meeting
which will take place at the address, venue, time and date as indicated in the
9.2.2. The purpose ofthe meetingwill be to clarify issues andto answerquestions on any
matter that may be raised at that stage.
9.2.3. The bidder shall be required to submit any questions in writing or e-mail to reach
the Employer not later than 03 days before the meeting.
9.2.4Minutes of the meeting, including the question raised (Without identifying thesource of
enquiry) and the responses given will be published without delay on the tender
website i.e. www.nprocure.com. Any modification of the biddingdocuments listed
in sub-Clause 8.1 which may become necessary as a result of the pre-
bidmeetingshallbemadebytheEmployerexclusivelythroughtheissueofan
Addendum pursuant to Clause 10 and not through the minutes of the pre-bid
9.2.4. Non-attendance at the pre-bid meeting will not be a cause for disqualification of a
10. AmendmentofBiddingDocuments
10.1 Before the deadline for submission of bids, the Employer may modify the bidding
documents by issuing addenda.
10.2. Any addendum thus issued shall be part of the bidding documents. The Employer
will assume no responsibility for the same.
10.3. To give prospective bidders reasonable time in which to take an addendum into
account in preparing their bids, the Employer may, at his discretion, extend as
necessary the deadline for submission of bids, in accordance with Sub-Clause
C. PREPARATIONOFBIDS
11. Languageofthe Bid
11.1 AlldocumentsrelatingtothebidshallbeintheEnglish language.
12. DocumentsComprisingtheBid
12.1. The bid be submitted by the bidder as Volume V of the bid document (refer
Clause8.1) shall be in two separate parts:
Part -Ishallbenamed“TechnicalBid”andshallcomprise
(i) BidSecurityintheformspecifiedinSection8
(ii) QualificationInformationandsupportingdocumentsasspecifiedinSection2
(iii) Certificates,undertakings,affidavitsasspecifiedinSection2
(iv) Anyotherinformation pursuanttoClause4.5oftheseinstructions
(v) UndertakingthatthebidshallremainvalidfortheperiodspecifiedinClause
Part-IIshallbenamed“FinancialBid”andshallcomprise
(i) FormofBid as specified inSection6
(ii) PricedBillofQuantitiesforitems specified in Section7
12.2. TheBiddershallsubmitthedetails/informationpertainingtoeachparti.e. technical as
well as financial and must be submitted online only.
12.3. Followingdocumentswill be deemed tobepartofthebid.
Section Particulars Volume No.
InvitationforBids(IFB)
1 InstructiontoBidders VolumeI
3 ConditionsofContract
5 Specifications Volume II
9 Drawings Volume IV
13.1 The Contract shall be for the whole works as described in Sub-Clause 1.1, based
onthe priced Bill of Quantities submitted by the Bidder.
13.2 Thebiddershallfillin ratesandpricesandlineitemtotal(bothinfiguresandwords) for all
items of the Works described in the Bill of Quantities along with total bid price
(Bothin figures and words). Items forwhich no rate orprice is enteredbythe bidder
will not be paid for by the Bill of Quantities.Deleted By EE
The bidder shall fill in percentage rate above or below of bid amount of the Works
described in the Bill of Quantities along with total bid price
13.3 All duties, taxes, and other levies except GST payable by the contractor under the
contract, or for any other cause shall be included in the rates, prices and total Bid
Price submitted by the Bidder.(GST will be paid extra)
13.5 The rates and prices quoted by the bidder are subject to adjustment during the
performance of the Contract in accordance with the provisions of Clause 47 of the
Condition of Contract (Irrespective of the time limit and Bid Amount)
14. CurrenciesofBidand Payment
14.1 The unit rates and the prices quoted by the bidder shall be entirely in Indian Rupees.
All payments shall be made in Indian Rupees.
15. BidValidity
15.1 Bids shall remain valid for a period of not less than 120 days after the deadline date
forbid submission specified in Clause
15.2 In exceptional circumstances, prior to expiry of the original time limit, the Employer
may request that the bidders may extend the period of validity for a specified period.
Abiddermayrefusethe requestwithoutforfeitingisbidsecurity.Abidderagreeing to the
request will not be required or permitted to modify his bid, but will be required to
extend the validity of his security for a period of the extension, and in compliance
with Clause 16 in all respects.
#16. BidSecurity
16.1. The Bidder shall furnish, as part of his Bid, a Bid security in the amount as shown in
column 4 of the table of IFB for this particular work. This Bid security shall be in
favor of Employer as named in Appendix and may be in one of the following forms;
a. Bank Guarantee from any scheduled Indian bank, in the format given in
Volume III. (Bank Guarantee is applicable only for Bid Estimated Amount of
Crore and above) and Bank Guarantee of Schedule and Private Banks shall be
considered as per GoG Finance Department’s Circular No. FD/MSM/e-
file/4/2023/0057/D.M.O. Date 21/04/2023 or as per their latest amendment.
b. Fixed Deposit Receipt issued by any Scheduled Indian Bank or a foreign Bank
approved by the Reserve Bank of India.
# A Valid Bid Security / EMD Exemption Certificate issued by (1) Road & Building
Department or (2) Narmada Water Resources, Water Supply and KalpsarDepartment
of Govt. of Gujarat. Exemption Certificate is applicable only when Registration
Certificate of Appropriate Class and Category of Approved Contractors is
required as eligible criteria of bidder.
16.2. Bank guarantees (and other instruments having fixed validity) issued as surety for
the bid shall be valid for 45 days beyond the validity of the bid i.e. total validity of
16.3. Any bid not accompanied by an acceptable Bid Security and not secured as
indicated in Sub-Clauses 16.1 and 16.2 above shall be rejected by the Employer as
non-responsive.
16.4. The Bid Securityofunsuccessful bidders will be returned within 28 days of the end
of the bid validity period specified in Sub-Clause
16.5 The Bid Security of the successful bidder will be discharged when the bidder has
signed the Agreement and furnished the required Performance Security.
16.5. ThebidSecuritymaybe forfeited
(a) If the Bidder withdraws the bid after Bid opening during the period of Bid
(b) IftheBidderdoesnotacceptthecorrectionoftheBidPrice,ifanyor
(c) Inthe case of a successful Bidders,if the Bidderfails thespecifiedtimelimitto
(i) SigntheAgreement;or
(ii) FurnishtherequirementPerformanceSecurity.
(d) #If found necessary, the bidder will be intimated for negotiation, He will beintimated
maximum three times within the validity period for negotiation, If contractor does
not respond in time, his Bid Security (EMD) will be forfeited and his tenderwillbe
rejected. Punitiveactionwillbe takenonsuchcontractors. (AsperGoG. R&B Dept’s Gr.
17. AlternativeProposalsbyBidders.
17.1. Bidders shall submit offers that fully comply with the requirements of the bidding
documents, including the conditions of contract (including mobilization advance or
time for completion), basic technical design as indicated in the drawing and
specifications. Conditional offers or alternative offers will not be considered further
in the process of tender evaluation.
18. FormatandSigningofBid
18.1. The Bidder shall prepare documents comprising the bid as described in Clause 12 of
these Instructions to bidder as the “Technical Bid “and “Financial Bid” in separate
parts to be uploaded.
D. SUBMISSIONOFBIDS
20. DeadlineforSubmissionoftheBids
20.1. Complete Bids must be received online by the Employer at the tender website
specified above not later than the date indicated in appendix.
20.2. The Employer may extend the deadline for submission of bids by issuing an
amendment in accordance with Clause 10, in which case all right and obligation ofthe
Employer and the bidders previously subject to the original deadline will then be
subject to the new deadline.
22. ModificationandWithdrawalofBids
22.1. Bidders maymodify or withdraw theirbidsonlinebeforethedeadline prescribedin
Clause 20 or pursuant to Clause
22.3. NobidshallbemodifiedorwithdrawnafterthedeadlineforsubmissionofBid.
22.4. Withdrawal or modification of a bid between the deadline for submission of bidsand
the expiration of the original period of bid validity specified in Clause 15.1above or
as extended pursuant to Clause 15.2 may result in the forfeiture of the Bid security
pursuant to Clause
E. BIDOPENINGANDEVALUATION
23.1 The Employer will open all the Bids received including modifications made pursuant
to Clause 22, in the presence of the Bidders or their representatives who choose to
attend at time, date and the place specified in Appendix in the manner specified in
Clauses 20 and 23.3, In the event of the specified date of Bid opening being declareda
holiday for the Employer, the Bids will be opened at the appointed time and location
on the next working day.
23.3. The “Technical Bid” shall be opened. The amount, form and validity of the bid
securityfurnishedwitheachbidwillbeannounced.Ifthebidsecurityfurnisheddoes not
conform to the amount and validity period as specified in the invitation for bid (ref.
Column 4 and paragraph 3), and has not been furnished in the form specified in
Clause 16, the technical bid will not be opened.
23.4. (i) Subject to confirmation of the bid security by the issuing Bank, the bids
accompanied with valid bid security will be taken up for evaluation with
respect to the Qualification information and other information furnished in
part I of the bid pursuant to Clause 12.1.
(ii) If required, the bidder will be asked in writing to clarify his Qualification
Documents with respect to any required clarification.
(iii) The bidders will respond in not more than 7 days of issue of the clarification
(iv) Immediately (usually within 3 or 4 days), on receipt of these clarification the
Evaluation Committee will finalize the list of responsive bidders whose
financial bids are eligible for consideration.
23.6 At the time of opening of “Financial Bid”, the names of the bidders were found
responsive in accordance with Clause 23.4(iv) will be announced. The bids of only
these bidders will be opened. The responsive Bidders’ names, the Bid prices, the
total amount of each bid, any discount and such other details as the Employer may
total amount of each bid, any discount and such other details as the Employer may
consider appropriate, will be announced by the Employer at the opening.
23.7 In case bids are invited for more than one package, the order for opening of the
“Financial Bid” shall be in order of estimated amount of Bids from highest to lowest.
23.8 The Employer shall prepare minutes of the Bid opening, including the information
disclosed to those present in accordance with Sub-Clause 23.6.
24.1 Information relating to the examination, clarification, evaluation, and comparison of
Bids and recommendations for the award of a contract shall not be disclosed to
Bidders or any other persons not officially concerned with such process until the
award to the successful Bidder has been announced. Any effort by Bidder toinfluence
the Employer’s processing of Bids or award decisions may result in the rejection of
25. ClarificationofFinancialBids
25.1. To assist in the examination, evaluation, and comparison of Bids, the Employer may,
at his discretion, ask any Bidder for clarification of his Bid, including breakdowns of
unit rates. The request for clarification and the response shall be in writing or by e-
mail, but no change in the price or substances of the Bid shall be sought, offered, or
permitted except as required to confirm the correction of arithmetic errors
discovered by the Employer in the evaluation of the Bids.
25.2Subject to sub-clause 25.1, no Bidder shall contact the Employer on any matter relating
to his Bid opening to the contract is awarded. If the Bidder wishes to bring additional
information to the notice of the Employer, it should do so in writing.
25.3.Any effort by the Bidder to influence the Employer in the Employer's bid evaluation,
bidcomparison orcontract awarddecision mayresult in the rejectionofthe Bidders’
26. ExaminationsofBidsandDeterminationof Responsiveness
26.1 Duringthedetailevaluationof"TechnicalBid", theEmployerwilldeterminewhether each
Bid (a) meets the eligibility criteria defined in Clause 3 and 4; (b) has been properly
signed; (c) is accompanied by the required securities and; (d) is substantially
responsive to the requirements of the Bidding document. During the detailed
evaluation of the “Financial Bid”, the responsiveness of the bids will be further
determined with respect to the remaining bid conditions, i.e., priced bill of quantities,
technical specifications, and drawings.
26.2 A substantially responsive “Financial Bid” is one which confirms all the terms,
conditions and specifications of bidding documents, without material deviation or
reservation. A material deviation or reservation is one (a) which affects in any
substantial way the scope, quality, or performance of the Works; (b) which limits in
any substantial way, inconsistent with the Bidding documents, the Employer’s rights
ortheBidder’sobligationsundertheContract;or(c)whose rectification wouldaffect
unfairly the competitive position of other Bidders presenting substantially
responsive Bids.
26.3 If a “Financial Bid” is not substantially responsive, it will be rejected by theEmployer,
and may not subsequently be made responsive by correction or withdrawal of the
non-conforming deviation or reservation.
29. EvaluationandComparisonofFinancialBids
29.1. The Employer will evaluate and compare only the Bids determined to be
substantially responsive in accordance with Sub-Clause 26.2.
29.3. The Employer reserves the right to accept or reject any variation or deviation.
Variation and deviations and other factors, which are in excess of the requirementsof
the Bidding documents or otherwise result in unsolicited benefits for the Employer,
shall not be taken in to account in Bid evaluation.
29.4. The estimated effect of the price adjustment conditions under Clause 47 of the
Conditions of Contact, during the period of implementation of the Contract, will not
be taken in to account in Bid evaluation.
29.5. If the Bid of the successful Bidder is seriously unbalanced in relation to theEngineer’s
estimate of the cost of work to be performed under the contract the Employer may
require the Bidder to produce detailed consistency of those prices with the
construction methods and schedule proposed. After evaluation of the price analyses,
the Employer may require that the amount of the performance security set forth in
Clause 34 be increased at the expense of the successful /bidder to a level sufficient to
protect the Employer against financial loss in the event of default of the successful
Bidder under the Contract.
29.6. A bid which contains several items in the bill of Quantities which are unrealistically
priced low and which cannot be substantiated satisfactorily by the bidder may be
rejected as non-responsive.
F. AWARD OF CONTRACT
31. AwardCriteria
31.1. Subject to Clause 32, the Employer will award the contract to the Bidder whose Bid
has been determined.
(i) to be substantially responsive to the Bidding documents and who has offered
the lowest evaluated Bid Price; and
(ii) to be within the available bid capacity adjusted to account for his bid price
which is the lowest evaluation in any of the packages opened earlier than the
one consideration.
In no case, the contract shall be awarded to any bidder whose available bid
capacity is less than the evaluated bid price, even if the said bid is the lowest
evaluated bid. The contract will in such cases be awarded to the next lowest bidderat
his evaluation bid price.
32. Employer’sRight toAccept anyBidandtoReject anyorallBids
32.1. Notwithstanding Clause 31, the Employer reserves the right to accept or reject any
Bid, and to cancel the Bidding process and reject all Bids, at any time prior to the
award of contract, without thereby incurring any liability to the affected bidder or
Bidder or any obligation to inform the affected Bidder or Bidders of the grounds for
the Employer’s action.
33. NotificationofAwardandSigningofAgreement
33.1. The Bidder whose Bid has been accepted will be notified of the award by the
Employer prior to expiration of the Bid validity period by cable, telex or facsimile
confirmed by registered letter. This letter (hereinafter and in the condition of
contract called the “Letter of Acceptance”) will state the sum that the Employer will
paytheContractorinconsiderationoftheexecution,completion,andmaintenanceof the
Works by the Contractor as prescribed by the Contract (hereinafter and in the
Contract called the “Contract Price”).
33.2Thenotificationofawardwillconstitutetheformationofthecontract,subjectonlyto the
furnishing of a performance security in accordance with the provisions of Clause.
33.3. The Agreement will incorporate all agreements between the Employer and the
successful Bidder. It will be signed by the Employer and to the successful Bidder,
within 28 days following the notification of award along with the Letter of
Acceptance. Within 21 days of receipt, the successful Bidder will sign the Agreement
and deliver it to the Employer.
33.4. Upon the furnishing by the successful Bidder of the Performance Security, the
Employer will promptly notify the other Bidders that their Bids have been
34. PerformanceSecurity
34.1. (A)Within 10 (Ten) days of receipt of Letter of Acceptance, the successful Bidder
shall furnishto the Employeran irrevocable andunconditional guarantee froma
Bank in the form set forth in Section 8 (the “Performance Security”) for an
amount equal to 5% (five percent) of its Contract Price. In case of
bidsmentionedbelow,thesuccessfulBidder,alongwiththePerformanceSecurity,
Shall also furnish to the Authority an irrevocable and unconditional guarantee
from a Bank in the same form given at Section 8 towards an Additional
Performance Security (The “Additional Performance Security”) for an amount
calculated as under:
(a) Ifthe Contract Price offeredbythe SelectedBidderis lowerthan 10% but
upto 20% of the Estimated Project Cost, then the Additional Performance
Security shall be calculated @ 20% of the difference in the (i) Estimated
Project Cost (as mentioned in Bid Document) - Minus 10% of the
Estimated Project Cost and (ii) Contract Price offered by the selected
(b) If the Contract Price offered by the Selected Bidder is lower than 20% of
the Estimated Project Cost, then the Additional Performance Security
shall be calculated @ 30% of the difference in the (i) Estimated Project
Cost (as mentioned in Bid Document) - Minus 10% of the Estimated
Project Cost and (ii) Contract Price offered by the selected Bidder.
(c) This Additional Performance Security shall be treated as part of the
Performance Security.
(B)The Performance Security shall be valid beyond 60(sixty) days of the Defects
Liability Period and the Additional Performance Security shall be validbeyond
28 (twenty-eight) days of Project Completion Date.
34.2. If the performance security is provided by the successful Bidder in the form of a
Bank Guarantee, it shall be issued either (a) at the Bidder’s option, by a
Nationalized/Scheduled Indian bank or (b) by a foreign bank located in India and
acceptable to the Employer. As per GoG Finance Department’s Circular No.
FD/MSM/e-file/4/2023/0057/D.M.O. Date 21/04/2023 or as per their latest
34.3. Failure of the successful Bidder to comply with the requirement of Sub-Clause
shall constitute sufficient grounds for cancellation of the award and forfeiture ofthe
35 AdvancePaymentandSecurity Deleted By EE
35.1 The Employer will provide an Advance payment on the Contract Price as stipulated
in the Conditions of Contract, subject to maximum amount, as stated in theContract
37. CorruptorFraudulentPractices
37.1 The Employer will reject a proposal if it determines that the Bidder recommended
for award has engaged in corrupt or fraudulent practices in completing for the
contract in question and will declare the firm ineligible, either indefinitely or for a
statedperiodoftime, to be awarded a contract withNational Highways Authority of
India/ State PWD and any other agencies, if it at any time determines that the firm
has engaged in corrupt or fraudulent practices in completing for the contractor, orin
37.2 Furthermore, Bidders shall be aware of the provision stated in Sub- Clause 59.2 of
the Conditions of Contract.
ClauseReference
With respect to
1. TheNameoftheEmployerisThe Office of the [Cl.1.1]
Executive Engineer, Panchayat Irrigation Division
Kheda District Panchyat,Nadiad,2nd floor, Jilla
Panchayat Bhavan, Nadiad
2. Thelastfive years.Deleted By EE
3. ThisAnnualFinancialTurnoverAmountis [As per Pre-
Rs.Deleted By EE qualification Criteria]
4. ValueofWorkis Rs.
6. ThecostofelectricworkisRs.0
7. Thecostofwatersupply/sanitaryworksisRs.0
8. Liquidassetsand/oravailabilityofcredit facilities [Cl.4.5.6]
is Rs.Deleted By EE
9. Pricelevelofthefinancialyear2021-22 [As per Pre-
qualification Criteria]
10. Thepre-bidmeetingwilltakeplaceatDeleted By EE [Cl. 9.2.1]
11. ThetechnicalBidwillbeopenedatThe Office of the
Executive Engineer, Irrigation Division- Kheda
District Panchyat,Nadiad2nd floor, Jilla
Panchayat Bhavan, Nadiad, Nadiad
12. AddressoftheEmployer:
2nd floor, Jilla Panchayat Bhavan, Nadiad
14. Thebidshouldbesubmittedlatestby As [Cl.20.1&20.2]
stated on online NIT
15. Thebidwillbeopenedatthe office of The Office of [Cl.23.1]
theExecutive Engineer, Irrigation Division- Kheda
District Panchyat,Nadiad2nd floor, Jilla Panchayat
Bhavan, Nadiad, Nadiad
16. TheBankDraftinfavor Executive Engineer,
Irrigation Division- Kheda District Panchyat,Nadiad
18. Escalationfactors(forthecostofworks [As per Pre-
Executedandfinancialfiguretoacommonbase qualification Criteria]
value) for works completedDeleted By EE
Year FinancialYear Multiplyingfactor
Baseyearofinviting tender 2023-2024
#LISTOFKEYPLANT&EQUIPMENTTOBEDEPLOYEDONCONTRACTWORK
[ReferenceCL.4.5.5]
Thecontractorsshallalsogivealistofmachineriesinhispossessionandwhichthey propose to
use on the work.
Sr. Plant or Location Age of Mak Capacity Approximate Remark
No. Machinery Machinery e Value
ListofKeyPersonneltobedeployedonContractWork
(Reference CL 4.5.4)
#Employmentof aqualifiedsiteEngineerbythe Contractor.
The Contractor shall employ full-time technically qualified staff during the execution of this
work as under: -
1. As per Pre-Qualification Criteria refer same document.
In case the contractor or partner of the contractor firm is a Civil Graduate Engineer,
Employment of a separate Engineer will not be necessary provided that the Engineer
partner himself attends the execution of the work on the site.
Within 15 days of issue of work-order the Contractor will have to furnish to theDeputy
Executive Engineer-in-charge of the work the Name, Qualifications, copy of mark sheet,
Color Photograph and the appointment order issued such engineers engaged for this
contract work. If 15 days after issue of work order such designated Site Engineers do
not resume or do not remain present on site of work, the recovery at the rate of
Rs.15,000-00 per month per Engineer will be made from the bills/deposit/dues of the
contractor. Such recovery shall be non-refundable.
QUALIFICATIONINFORMATION
QUALIFICATIONINFORMATION
The information to be filled in by the Bidder in the following pages will be used for
the purpose of post qualification as provided for in Clause 4 of the Instruction to Bidders.
This information will not be incorporated in the Contract.
1. ForIndividual Bidders
1.1 ConstitutionorlegalstatusofBidder
Place of registration
Principalplaceof business
PowerofattorneyofsignatoryofBid
Total value of Civil engineering constructions Workperformedinthelastfiveyears
Year Amount Of Works
2026-27 (Base Year)
15.2.1 Work performed as prime contractor, work performed in the past as a nominated
sub-contractor will also be considered the sub-contract involved execution of all
main items of work described in the bid documents, provided further that all other
qualification criteria are satisfied (in the same name) on works of a similar nature
over the last five years** and in current year before the submission of the bid.
Project Nameof Description Contract Valueof Date Stipulated Actual date Remark
Name the ofwork No. contract of period of of explaining
Employer (Rs. issue completion completion* reasonsfor
Crore) of delay &
order Completed
*Attachcertificate(s)fromtheEngineer(s)in-charge
**Immediatelyprecedingthefinancialyearinwhichbidsare received.
#1.3.2 Quantities of work executed as prime contractor, work performed, in the past as a
nominated sub-contractor, will also be considered provided the sub-contract
involved execution of all main items of work described in the bid document,
provided,furtherthatallotherqualificationcriteriaarecalled(inthesamenameand style)
in the last five years** and in current year before the submission of the bid.
Year Name Nameof Quantityofworkperformed(Cum/MT) Remarks*
ofthe the Cement Masonry Earth Bituminous (indicate
work Employer Concrete Works Work ContractRef)
1.4 Information on Bid Capacity (works for which bids have been submitted and works
which are yet to be completed) as on the date of this bid.
(A) Existingcommitmentsandon-goingworks:
Description Place Contract Name Value Stipulated Value of Anticipated
of works & No. &Address Contract Period of Works* of
State of (Rs. Cr) Completion remaining completion
*Attachcertificate(s)fromtheEngineer(s)in-charge
**Immediatelyprecedingthefinancialyearinwhichbidsare received.
1.5 Availability of key items of Contractors Equipment for carrying out the works
(Ref.Clause 4.5.5). The Bidder should list all the information requested below.
Item of Requirement AvailabilityProposals Remarks
Equipment NO Capacity Owned/ Nos/. Age/ (from
Leasedtobe Capacity Conditions whomto
1.6 Qualifications and experience of key personnel required for administration and
execution of the contract.Attach biographical data. Refer also to Sub Clause 9.1 ofthe
Conditions of Contract.
Position Name Qualification Year of Year of
Experience experiencein
(General) theproposed
1.7 Proposedsub-contractandfirms involved
Sectionsofthe ValueofSub- Sub-Contractor Experiencein
works Contractor (Name & similarwork
Attachcopiesofcertificatesonpossessionofvalidlicenseforexecutingwater supply/
sanitary work/ building electrification works.
1.8 Financial reports for the last five years:balance sheets, profit and loss statements,
auditors’ reports (in case of companies/corporations), etc. List them below and
1.9 Evidence of access to financial resources to meet the qualification requirements:cash
in hand, lines of credit, etc. List them below and attach copied documents.
1.10 Name, address, and telephone, telex, and fax numbers of the Bidders bankers who
may provide references if contacted by the Employer.
1.11 InformationonLitigationhistoryinwhichtheBidderisinvolved.
OtherParty Employer Causeof Amount Remarks
(ies) Dispute Involved showing
1.12.Statement of compliance under the requirements of Sub Clause 3.2 of the instruction to
Bidders. (Name of Consultant engaged for project preparations is * WAPOCS INDIA
1.13 Proposed work method and schedule. The Bidder should attach descriptions,
drawings and charts as necessary to comply with the requirements of the Bidding
documents. (Refer ITB Clause 4.1)
3. AdditionalRequirements
3.1 Biddersshouldprovideanyadditionalinformation required tofulfillthe requirements
of Clause 4 of the Instructions to the Bidders, if applicable.
(ii) Undertaking
* Fillthenameof Consultant
SAMPLEFORMATFOREVIDENCEOFACCESSTOOR
AVAILABILITY OF CREDIT FACILITIES
(CLAUSE4.5.6OFITB)
BANK CERTIFICATE
Thisistocertifythat M/s. isareputedcompany
with a good financial standing.
Ifthecontractforthework,namely isawardedtothe
above firm, we shall be able to provide overdraft/credit facilities to the extent of
Rs. Tomeettheirworkingcapitalrequirementsforexecutingtheabove
during the contract period.
Senior Bank Manager
AddressoftheBank
1. I, the undersigned, do hereby certify that all the statements made in the required
attachments are true and correct.
2. TheundersignedalsoherebycertifiesthatneitherourfirmM/s.
have not abandoned any work of
Government of Gujarat/Government of India/any Board or Corporation under
Government of Gujarat/Government of India nor any contract awarded to us for
such works have been rescinded, during last five years prior to the date of this
3. The undersigned hereby authorize(s) and request (s) any bank, person, firm or
corporationtofurnishpertinentinformationdeemednecessaryandrequestedby the
Department to verify this statement or regarding any (our) competence and
general reputation.
4. The Undersigned understands and agrees that further qualifying informationmay
be requested, and agrees to furnish any such information at the request of the
Department/ Project implementing agency.
(SignedbyanAuthorizedOfficeroftheFirm)
Titleof Officer
I,theundersigneddohereby undertake .................................................. that our firm
Upto25%ofthevalueoftheworkduringimplementationofthecontract.
(SignedbyanAuthorizedofficerofthefirm)
Titleof officer
CONDITIONSOFCONTRACT
ConditionsofContract
Tableof Contents
A General Page D. Cost Control
1 Definitions 37 37 Billof Quantities
2 Interpretation 38 38 ChangesintheQuantities
3 LanguageandLaw 39 39 Variations
4 Engineer’s Decisions 39 40 Paymentsfor Variations
5 Delegations 39 41 CashFlowForecasts
6 Communications 39 42 Payment Certificates
7 Sub-Contractors 39 43 Payments
8 OtherContractors 39 44 CompensationsEvents
9 Personnel 40 45 Tax
10 Employer’s&Contractor Risk 40 46 Currencies
11 EmployersRisks 40 47 Price Adjustment
12 Contractor’sRisk 40 48 Retention
13 Insurance 40 49 Liquidated damages
14 SiteInvestigationsReports 41 50 Bonus
15 Queriesaboutthe Contract 41 51 AdvancePayment
16 ContractorstoConstructthe 41 52 Securities
17 TheWorkstobeCompletedBy 41 53 Deleted
TheIntendedCompletionDate
18 ApprovalbytheEngineer 41 54 Costof Repair
20 Discoveries 42 E. FinishingtheContract
21 PossessionoftheSite 42 55 Completion
22 AccesstotheSite 42 56 Taking Over
23 Instructions 42 57 FinalAccount
24 Disputes 42 58 OperatingandMaintenance
25 ProcedureforDisputes
26 Deleted 43 59 Terminations
60 Paymentupon Terminations
B. TimeControl 61 Property
27 Programme 44 62 ReleasefromPerformance
28 ExtensionsoftheIntended
completion date
29 Deleted 44 F.SpecialConditions of
30 DelaysOrderedbyThe 44 63 Labour
Engineer 64 Compliancewithlabourregulati
31 ManagementMeetings 45 65 Arbitration
32 EarlyWarning
C. Quality Control
33 IdentifyingDefects
35 CorrectionofDefects
36 UncorrectedDefects
CONDITIONS OF CONTRACT
1.1 Terms which are defined in the Contract Data are not also defined in the Conditions
of Contract but keep their defined meaning.
Bill of Quantities means the priced and completed Bill of Quantities
forming part of the Bid
CompensationEventsarethosedefinedinClause44hereunder
The Completion Date is the date of completion of the Works as certified by
the Engineer in accordance with Sub Clause
The Contract is the contract between the Employer and Contractor to
execute, complete and maintain the Works till the completion of DefectsLiability
Period. It consists of the documents listed in Clause 2.3 below.
The Contract data defines the documents and other information which
comprise the Contract.
The Contractor is a person or corporate body whose Bid to carry out the
Work has been accepted by the Employer.
The Contractor’s Bid is the completed Bidding document submitted by the
Contractor to the Employer and includes Technical and Financial Bids.
The Contract Price is the price stated in the Letter of Acceptance and
thereafter as adjusted in accordance with the provisions of the Contract.
Daysarecalendardays:monthsarecalendarmonths.
The Defects Liability Period is the period named in the Contract Data and
calculated from the Completion Date.
The Employer is the party who will employ the Contractor to carry out the
The Engineer is the person named in the Contract Data (or any other
competent person appointedandnotifiedto the contractorto act in replacement of
the Engineer) who is responsible for supervising the Contractor, administering the
Contract, certifying payments due to the Contractor, issuing and valuing Variations
to the Contract, awarding extensions of time, and valuing the Compensations
Equipment is Contractor’s machinery and vehicles brought temporarily to
the site to construct the Works.
TheInitialContractPriceistheContractPricelistedintheEmployer’s Letter of
The Intended Completion Date is the date on which it is intended that the
Contractor shall complete the Works. The Intended Completion Date is specified in
the Contract Data. The Intended Completion Date may be revised only by the
Engineer by issuing an extension of time.
Materials are all supplies, including consumables, used by the contractor for
incorporation in the works.
Plant is any integral part of the work which is to have mechanical, electrical,
electronic or chemical or biological functions.
TheSiteistheareadefinedassuchintheContractData.
Site Investigation Reports are those which were included in the Bidding
documents and are factual interpretive reports about the surface and subsurface
conditions at the site.
Specifications means the Specifications oftheworks includedin the Contract
and any modification or addition made or approved by the Engineer.
The Start Date is given in the Contract Data. It is the date when theContractor
shall commence execution of the works. It does not necessarily coincide with any of
the Site Possession Dates.
A Subcontractor is a person or corporate body who has a Contract with the
ContractortocarryoutapartoftheworkintheContractwhichincludesworkonthe Site.
Temporary Works are works designed, constructed, installed, and removed
by the Contractor which are needed for construction or installation of the Works.
A Variation is an instruction given by the Engineer, which varies the Works.
TheWorksarewhattheContractrequirestheContractortoconstruct,install,
AndturnovertotheEmployer,asdefinedintheContractData.
2. Interpretation
2.1 In interpreting these Conditions of Contract, singular also means plural, male
also means female or neuter and the other way around. Heading have no
significance. Words have their normal meaning under the language of the
Contract unless specifically defined. The Engineer will provide instructions
clarifying queries about Conditions of Contract.
2.2 If sectional completion is specified in the Contract Data, references in the
Conditions of Contract to the Works, the Completion date, and Intended
Completion Date apply to any Section of the Works (other than references to
the Completion Date and Intended Completion date for the whole works)
2.3 The documents forming the Contract shall be interpreted in the following
order of priority
(2) LetterofAcceptance,noticetoproceedwithworks
(3) Contractor’sBid
(4) ContractData
(5) ConditionsofContractincludingConditionsof Contract
(6) Specifications
(8) Billsofquantitiesand
(9) Any other document listed in the Contract Data as forming part of the
3. Languageand Law
3.1 The language of the Contract and the law governing the Contract are stated in
the Contract Data.
4. EngineersDecisions
4.1 Except where otherwise specifically stated, the Engineer will decide
contractual matters between the Employer and the Contractor in the role
representing the Employer.
5.1 The Engineer may delegate any of his duties and responsibilities to other
people after notifying the Contractor and may cancel any delegation after
notifying the Contractor.
6. Communications
6.1 Communications between parties which are referred to in the conditions are
effective only when in writing. A notice shall be effective only when it is
delivered (in terms of Indian Contract Act).
7. Sub-Contracting
7.1 The Contractormaysubcontract anyportion ofwork, up to a limit specifiedin
contract data, with the approval of the engineer but may not assign the
Contract without the approval of the Employer in writing. Subcontractingshall
not alter the Contractor’s obligations. Sub-contracting of supply or specific
items of work is not allowed.
7.2 The sub-contractor must be registered in appropriate class and category for
the part of work to be subcontracted.
8. Other Contractors
8.1 The Contractor shall cooperate and share the Site with other contractors,
public authorities, utilities and the Employer between the dates given in the
Schedule of other Contractor. The Contractors shall as refer to in the Contract
Data, also provide facilities and services for them as described in theSchedule.
The employer may modify the schedule of other contractors and shall notify
the contractor of any such modifications.
9.1 The Contractor shall employ the key personnel named in the Schedule of Key
Personnel as referred to in the Contract Data to carry out the functions stated
in the Schedule or other personnel approved by the Engineer. The Engineer
will approve any proposed replacement of key personnel only if their
qualifications, abilities, and relevant experience are substantially equal to or
better than those of the personnel listed in the Schedule.
9.2 If the engineer asks the Contractor to remove a person who is a member ofthe
Contractor Staff or his work force stating the reasons the Contractor shall
ensure that the person leaves the Site within seven days and has no further
connection with the work in the Contract.
10. Employer’sandContractorsRisks
10.1 The Employer carries the risk which these Contract states are Employer’s
risks, and the Contractor carries the risks which these Contracts states are
Contractors risk.
11. Employer’sRisks
11.1 The employer is responsible for the excepted risks which are (a) in so far as
they directly affect the execution of the Works, the risks of war, hostilities,
invasion, act of foreign enemies, rebellion, revolution, insurrection or military
or usurped power, civil war, riot commotion or disorder (unless restricted to
the Contractor’s employees), and contamination from any nuclear fuel or
nuclear waste or radioactive toxic explosive.
12. Contractor’sRisks
12.1 All risks of loss of or damages to physical property and of personal injury and
death which arise during and in consequence of the performance of the
Contract other than the excepted risks are the responsibility of theContractor.
13.1 The Contractor shall provide, in the joint names of the Employer and the
Contractor, insurance cover from the Start date to the end of the Defects
Liability Period, in the amounts and deductibles stated in the Contract datafor
the following events which are due to the Contractor’s risks:
(a) Lossofordamagetotheworks, Plantandmaterials,
(b) Lossofordamageto Equipment
(c) Lossofordamagesofproperty(expecttheWorks,Plant,Materialsand
Equipment) in connection with the Contract; and
(d) Personalinjuryor death.
13.2 Policies and certificates for insurance shall be delivered by the Contractor to
the Engineer for the Engineer’s approval before the Start Date. All such
insurance shall provide for compensation to be payable in the types and
proportions of currencies required to rectify the loss or damage incurred.
13.3 If the Contractor does not provide any of the policies and certificatesrequired,
the Employer may affect the insurance which the Contractor should have
provided and recover the premiums the Employer has paid from payments
otherwise due to the Contractor or, if no payment is due, the payment of the
premiums shall be a debt due.
13.4 Alterations to the terms of insurance shall not be made without the approval
of the Engineer.
13.5 Bothpartiesshallcomplywithanyconditionsoftheinsurancepolicies.
14. SiteInvestigationReport
14.1 The Contractor in preparing the Bid shall rely on any site Investigationreports
referred to in the Contract Data, supplemented by any information available
15. QueriesabouttheContractdata
15.1 TheengineerwillclarifyqueriesontheContractData
16. ContractortoConstructtheWorks
16.1 The Contractor shall construct and install the works in accordance with the
specification and Drawings.
17. TheWorkstobecompletedbytheIntendedCompletionDate
17.1 The Contractor may commence execution of the Works on the Start Date and
shall carry out the Works in accordance with the programme submitted bythe
Contractor, as updated with the approval of the Engineer, and complete them
by the Intended Completion date
18. ApprovalbytheEngineer
18.1 The Contractor shall submit Specifications and Drawings showing the
proposed Temporary works to the Engineer, who is to approve them if they
comply with the Specifications and drawings.
18.2 TheContractorshallberesponsiblefordesignoftemporaryworks.
18.3 The Engineer’s approval shall not alter the contractor responsibility fordesign
of the Temporary works.
18.4 The Contractor shall obtain approval of third parties to the design of the
Temporary works where required.
18.5 All Drawings prepared by the Contractors for the execution of the temporary
or permanent work are subject to prior approval by the Engineer before their
19.1 TheContractorshallbe responsibleforthesafetyofallactivitiesontheSite.
20. Discoveries
20.1 Anything of historical or other interest or of significant value unexpectedly
discovered on the site is the property of the Employer. The contractor is to
notify the engineer of such discoveries and carry out the Engineer’s
instructions for dealing with them.
21. PossessionoftheSite
21.1 The Employer shall give possession of all parts of the site to the Contractor. If
possession of a part is not given by the date stated in the Contract Data the
Employer is deemed to have delayed the start of the relevant activities and
this will be a Compensation Event.
21.2 If within 25% of the time limit of the project, 80% of possession of the site is
not handed over to the Contractor, then contractor/ Employer may fore-close
the contract.Contractor/Employer has to foreclose the work within 30 days
after lapse of 25%-time limit and after 30 days foreclosure option will be
22. Accessto theSite
22.1 The Contractor shall allow the Engineer and any person authorized by the
Engineer access to the Site, to any place where work in connection with the
Contract is being carried out or is intended to be carried out and to any place
wherematerialsor plantsarebeingmanufactured/fabricated/ assembledfor the
23. Instructions
23.1 The Contractor shall carry out all instructions of the Engineer pertaining to
works which comply with the applicable laws where the site is located.
23.2 The Contractor shall permit the Employer to inspect the Contractor’saccounts
and records relating to the performance of the Contractor and to have them
audited by auditors appointed by the Employer, if so required by the
24.1 If the Contractor is of the view that a decision taken by the Engineer was
either outside the authority given to the Engineer by the Contract or that the
decision was wrongly taken, the decision shall be referred to # Superintending
Engineer, GANDHINAGARPanchayat Irrigation Circle, GANDHINAGAR(Higher
Authority)within 14 days of the notification of the Engineer's decision. If the
issue is not resolved, any party can refer
thematterforconciliationwithin15daysfromthedecisiongivenby the
#Superintending Engineer, GANDHINAGAR Panchayat Irrigation Circle,
(a) For the work up to Rs.100 Cr., if any of the parties is not satisfied with
the decision of the #Superintending Engineer, GANDHINAGAR
Panchayat Irrigation Circle the parties have to refer to the Chief
Engineer concern for the conciliation process.
(b) For the work more than Rs.100 Cr., if any of the parties is not satisfied
withthedecisionofthe#Superintending Engineer, GANDHINAGAR
Panchayat Irrigation Circleboththepartieshave to refer to the #Secretary,
NWRWSK Department, Government of Gujarat for the conciliation
If the dispute is not resolved through the conciliation process, he may refer
the dispute to Gujarat Public Works Contract Dispute Arbitration Tribunal. If
the Contractor fails to refer a claim / dispute to the Higher Authority within
14 days of the notification of the Engineer's decision, the Contractor shall not
be entitled to any additional payment/claim if he doesn’t follow the above
sequence in stipulated time and he should not stop the work.
25. ProcedureforDisputers
25.1 Thearbitrationshallbeconductedinaccordancewiththearbitration procedure
stated in the Special Conditions of Contract.
27.1 Within the time stated in the Contract Data the Contractor shall submit to the
Engineer for approval a Programme showing the general methods,
arrangements orders, and timing for all the activities in the works along with
monthly cash flow forecast.
27.2 An update of the Programme shall be a programme showing the actual
progress achieved on each activity and the effect of the progress achieved on
the timing of the remaining work including any changes to the sequence ofthe
27.3 The Contractor shall submit to the Engineer, for approval an updated
programme at intervals no longer than the period stated in the Contract data.
If the Contractor does not submit an updated programme within this period,
the Engineer may withhold the amount stated in the Contract data from the
next payment after the date on which the overdue programme has been
27.4 The Engineer’s approval of the programme shall not alter the Contractor’s
obligations. The Contractor may revise the programme and submit it to the
Engineer again at any time. A revised programme is to show the effect of
Variations and Compensations events.
28. ExtensionoftheIntendedCompletionDate
28.1 The Engineer shall extend the Intended Completion Date if a compensation
Event occurs or a Variation is issued which makes it impossible forcompletion
to be achieved by the Intended Completion Date without the Contractor
taking steps to accelerate the remaining work and which would cause the
Contractor to incur additional cost.
28.2 The Engineer shall decide whether and by how much to extend the Intended
Completion Date within 35 days of the Contractor asking the Engineer for a
decision upon the effect of a compensation event or Variation and submitting
full supporting information. If the Contractor has failed to give early warning
of a delay or has failed to cooperate in dealing with a delay, the delay by this
failure shall not be considered in assessing the new Intended CompletionDate.
28.3 The Engineer shall within 14 days of receiving full justification from the
contractor for extension of Intended Completion Date refer to the Employer
his decision. Theemployershallinnotmorethan21dayscommunicatetothe
engineer the acceptance or otherwise of the Engineer’s decision. If the
employer fails to give his acceptance, the Engineer shall not grant the
extension and the contractor may refer the matter under Clause
30. DelaysOrderedbytheEngineer
30.1 The Engineermayinstruct the Contractorto delaythe start orprogress ofany
activity within the works.
31. ManagementMeetings
31.1 Either the Engineer or the Contractor may require the other to attend a
management meeting. The business of a management meeting shall be to
review the plans for remaining work and to deal with matters raised in
accordance with the early warning procedure.
31.2 The Engineer shall record the business of management meetings and is to
provide copies of his record to those attending the meeting and to the
Employer. The responsibility of the parties for actions to be taken is to be
decided by the Engineer either at the management meeting or after the
management meeting and stated in writing to all who attended the meeting.
32. EarlyWarning
32.1 The Contractor is to warn the Engineer at the earliest opportunity of specific
likely future events or circumstances that may adversely affect the quality of
the work, increase the Contract price or delay the execution of works. The
Engineer may require the contractor to provide an estimate of the expected
effect of the future event or circumstance on the contract price and
completion date. The estimate is to be provided by the Contractor as soon as
reasonably possible.
32.2 The Contractor shall cooperate with the Engineer in making and considering
proposals for how the effect of such an event or circumstance can be avoided
or reduced by anyone involved in the work and in carrying out any resulting
instruction of the Engineer.
C. QUALITYCONTROL
# 33. IdentifyingDefects/Defectliabilityperiod
33.1 :Defect liability period : The contractor shall be responsible to make good and
remedy at his own expense any defect which may develop or may be noticed
before the period mentioned hereunder from the certified date of completion.
The Engineer in charge shall give the contractor a notice in writing about the
defectsandthecontractorshallmake goodthe samewithin 15daysof receipt of
the notice. In the case of failure on the part of the contractor, the Engineer- in-
charge may rectify or remove or re-execute the work at the risk & cost of the
contractor. The Engineer-in-charge shall be entitled to appropriate the whole
or any part of the amount of security deposit towards the expenses, if any,
Incurred by him in rectification, removal or re-execution. The Defects Liability
period shall be as under….
A. For works of WRD except building
(a) For all works costing up to Rs. 50,000 (amount put to tender), the period
shallbe3Months fromthe certifieddate ofcompletion. Deleted By EE
(1) For WRD works like check dam / canal / drainage / road structure
tender amount from Rs.50,000 to Rs.10,00,000, the defect liability
period shall be 12 months from the certified date of completion.
(2) For WRD works except like check dam / canal / drainage / road
structure tender amount from Rs.50,000 to Rs.10,00,000, the defect
liability period shall be 6 months from the certified date of completion.
(1) ForWRD works like check dam / canal / drainage / road structure
tender amount more than Rs.10,00,000, the defect liability period shall
be 3 Years from the certified date of completion.
(2) For WRD works except like check dam / canal / drainage / road
structure tender amount more than Rs.10,00,000 to Rs. 1 Crore, the
defect liability period shall be 12 months from the certified date of
(d) For all WRD works of tender amount more than Rs. 1 Crore, the defect
liability period shall be 3 years from the certified date of completion.
B. For building works of WRD
For building works of WRd, follow the R&B circular dated 03/12/2009
For original building works the defect liability period will be 4 years or elapse of
4 monsoon period following date of possession of building taken over by user
agency following the certified date of completion, whichever is later.
For the purpose of deciding the monsoon period, the 30th September shall be
treated as the last date
WRD circular no.Matas/102013/MICELL(k-1) Dated 13/12/2013
33.2 For road works :
FreemaintenanceguaranteeperiodforworksofRoad/Bridgeconstruction
(a) For resurfacing work of road free maintenance guarantee period one
yearfromthe date ofcompletion. Deleted By EE
(b) In case of widening of the road/strengthening of the road/bridge,
thecontractor shall have to give four years free maintenance guarantee
fromthe certified date of completion. During this period the contractor
shallvisit the site every six months along with the concerned Section
Officer /Deputy Executive Engineer and will examine the work already
carried outin this contract like road work, jungle cutting, side shoulders,
side gutter,road furniture, patta etc. and will prepare Km. wise
inspection report dulysigned by all concerned and any defect observed
shall be done within 15days by the contractor at his risk and cost as per
the direction of
Engineerincharge.Thecontractorneedstodovideographyofthesevisitsand
require to submit at the time of release of FMG. If B.T. the surface
duringthe maintenance period of 4 years is worn out then agency shall
have toprovide renewal coating as per tender item as directed by the
charge.Theamountequivalentto5%ofeachrunningbillshallbewithheld
and will be released after the free maintenance guarantee period(i.e.
However, this amount shall be released against fixed deposit or
bankguarantee pledged in the name of Executive Engineer after
completioncertificateofworkisissued.
(1) Theflakinessandelongationindex(combined)forcoarseaggregatesunder
no circumstances shall exceed the allowable limit set forth in
therelevantclause forthematerialin question.
(2) 2% of the amount eligible for the payment of bituminous items shall
bewithheld till themiscellaneous items likeearthwork
inembankment/cuttingforsideshoulders,sidegutters,kilometer/indicato
r/guardstones,sign boards etc.are completed in all respect by the
contractor.After completion of the miscellaneous items, the above said
2% withheldamountshallbe released.
(Govt.ofGujarat'sG.R.No.:TNC-10-2013-3(Part-3)/C,Dtd.13/12/2013).
(3) Videography for the surface under Maintenance Guarantee is to be done
asper Govt. letter No.: SSR/10/2015-16/26/C, Dtd. 26/11/15 for the
workcostingmore than Rs.5.00Crore.
(4) Settingupofadequatelaboratory&deploymentofqualityengineers.
Thecontractorshallhavetosetupthelaboratorywithadequateequipment.T
illthesettingupofadequatelaboratoryiscompleted&reported of this to the
engineer (subject to due verification by engineer’srepresentative) by
contractor in writing, Rs.2,00,000/- shall be
withheld.ThequalifiedqualityEngineershallbedeployedexclusivelyforthis
contractbythecontractors.IfqualityEngineerisnotdeployedbycontractor
within one month after the date of work order, the
amountequivalenttoRs.20,000permonthshallberecoveredtilltheactualde
ployment of quality engineer. The amount so recovered towards
thedeploymentofqualityengineers shallnot be refunded.
(5) AsphaltworkwillhavetobecrosscheckedasperG.R.No.:RGN/60/2006/35/
C, dtd.31/05/07before finalbillispaid.
(6) MaintenanceduringConstructionPeriod
During the Construction Period, the Contractor shall maintain, at his
ownrisk and cost, the existing lane(s) of the road so that the traffic
worthinessand safety thereof are at no time materially inferior as
theircondition10(ten)dayspriortothedateoftheAgreement,andshallunde
rtake the necessary repair and maintenance works for this
purpose;provided that the Contractor may, at his cost, interrupt and
divert the flowof traffic if such interruption and diversion is necessary
efficientprogressofworksandconformstoGoodIndustryPractice;provided
further that such interruption and diversion shall be undertaken by
theContractor only with the prior written approval of the Executive
Engineerwhich approval shall not be unreasonably withheld. For the
avoidance ofdoubt, it is agreed that the Contractor shall at all times be
responsible forensuringsafe operationofthe road.
33.3 The Engineer shall check the Contractor’s work and notify the Contractor
ofany defects that are found. Such checking shall not affect the
Contractor’sresponsibilitiestheEngineermayinstructtheContractortosearchf
oraDefectand touncoverand testanywork thattheEngineer
considersmayhavea Defect.
34.1 If the engineer instructs the Contractor to carry out a test not specified in the
Specification to check whether any work has a Defect and the test shows that
it does, the Contractor shall pay for the test and any samples. If there is no
defect the test shall be a Compensation Event.
34.2 #1.0% of the amount of work done for works upto Rs.10 Crore of estimate
cost should be deducted from R.A. Bill of the contractor for testing the quality
of material workmanship. Whereas got estimated cost of works more than
Rs.10 Crore, the charges for testing of quality of material workmanship shall
be deducted from R.A. bill of contractor as per actual charges. As per GoG
NWRWS & K Department’s circular no. PARCH/132023/401/MICELL Dated :
34.3 Agency has to establish testing laboratory on site for the various test to be
carried out in the work for this purpose agency shall construct a pukka
laboratory building with all facility on site at location specified by theengineer
35. Correctionof defects
35.1 The engineer shall give notice to the Contractor of any defects before the end
of the defects Liability Period, which begins at Completion and is defined in
the contract data. The Defects Liability Period shall be extended for as long as
Defects remain to be corrected.
35.2 Every time notice of a Defect is given, the Contractor shall correct the notified
defect within the length of time specified by the Engineer’s notice.
36. UncorrectedDefects
36.1 If the Contractor has not corrected a defect within the time specified in the
Engineer’s notice, the Engineer will assess the cost of having the Defect
corrected, and the Contractor will pay this amount.
37. BillofQuantities
37.1 ThebillofQuantitiesshallcontainitemsfortheconstructions,Installation,
testing and commissioning work to be done by the Contractor.
37.2 The bill of Quantities is used to calculate the Contract price. The Contractor is
paid for the quantity of the work done at the rate in the Bill of Quantities for
38. ChangeintheQuantities
38.1 The Engineer shall have power to make any alterations in or addition to the
original specifications,drawings, designs and instructions that may appear to
him to be necessary or advisable during the progress of the work and the
contractor shall be bound to carry out the work in accordance with any
instruction in this connection which may be given to him in writing signed by
the Engineer and such alteration shall not invalidate the contract and any
additional work which the contractor may be directed to do in the manner
above specified as part of the work shall be carried out by the contractor on
the same conditions in all respects on which he agreed to do the main work
and at the same rate as are specified in the tender for the main work.
Except that when the quantity of any item exceeds the quantity as in the
tender by more than 130%, the contractor will be paid for the quantity in
excess of 130%, at the rate entered in the SOR of the year during which the
excess in quantity is first executed.
39.1 All Variations shall be included in updated programs produced by the
40. Paymentsfor Variations
40.1 If the additional or 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 as
(i) At the rate derived from the item within the contract which is comparable to
the one involving additional or altered class of work; where there are more
than one comparable items, the item of the contract which is nearest in
comparison with regard to class or classes of the work involved shall be
selected and the decision of the Superintending Engineer as to the nearest
comparable item shall be final and binding on the contractor.
(ii)If the rate cannot be derived in accordance with (i) above, such class of works
shall be carried out at the rate entered in the Schedule of Rates of the division
for the year in which the tender was received, increased or decreased by the
percentage by which the tender amount is more or less as compared to the
amount arrived at the rates in the “Schedule of Rates” of the Division in the
year in which the tender was received. If the Schedule of rates of the Division
does not contain all the items, the percentage increase or decrease of the
tender shall be calculated considering such items which were included in the
“Scheduled Rates” of the division for the year and for materials consumed on
such item the rate to be charged would be the basic rate taken into accountfor
fixing the rate in S.O.R. referred to above.
(iii) If it is not possible to arrive at the rate from (i) and (ii) above, such class of
work shall be carried out at the rate decided by the competent authorities on
the basis of detailed rate analysis after hearing the contractor before a
Committee of two Superintending Engineers stationed at the same place or
the nearest place.
40.2 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 rate is agreed
upon, then the contractorshall within seven days ofthe date ofreceipt byhim of
the order to carry out the work, inform the Engineer-in-charge of the rate,
which it is his intention to charge for such class of work and if the Engineer in
chargedoes not agree to this rates, he shall by notice in writing be at liberty to
cancel his order to carry out such class of work and arrange to carry it out in
such manner as he may consider it advisable, provided always that if the
contractor shall commence work or incur any expenditure in regard thereof
before the rates shall have been determined as lastly herein beforementioned,
then in such cases he shall only be entitled to be paid in respect of the work
carried out or expenditure incurred by him prior to thedate of the
determination of the rate as aforesaid according to such rate or rates as shall
be fixed by the Engineer-in-charge. In the event of the dispute, the decision of
the Superintending Engineer of the Circle shall be final.
Where, however, the work is to be executed according to the designs,
drawings and specifications recommended by the contractor and accepted by
the competent authority, the alternation above referred to shall be within the
scope of such designs, drawings and specifications appended to the tenders.
The time limit for the completion of the work shall be extended in the
proportion that the increase in the cost occasioned by alterations bears to the
cost of the original work and the certificate of the Engineer-in-charge as to
such proportion shall be final and conclusive.
41. CashFlowForecasts
41.1 When the program is updated, the contractor is to provide the engineer with
an updated cash flow forecast.
42. Payment certificates.
42.1 The Contractor shall submit to the Engineer monthly statements of the
estimated value of the work completed less the cumulative amount certified
42.2 The Engineer shall check the Contractor’s monthly statement within 14 days
and certify the amount to be paid to the Contractor after taking in to account
any credit or debit for the month in question in respect of materials for the
worksintherelevantamountsandunder conditions set forthinsub-clause
32.3oftheContractData(securedAdvance).
42.3 ThevalueofworkexecutedshallbedeterminedbytheEngineer.
42.4 The value of work executed shall comprise the value of the quantities of the
items in the Bill of Quantities completed.
42.5 The value of work executed shall include the valuation of variations and
compensation events.
42.6 The Engineer may exclude any item certified in a previous certificate or
reduce the proportion of any item previously certified in any certificate in the
light of later information
43.1 Payments shall be adjusted for deductions for advance payments, retention,
other recoveries in terms of the contract and taxes at source, as applicable
under the law. The Employer shall pay the Contractor the amounts certifiedby
the Engineer within 28 days of the date of each certificate.
43.2 Payment of GST (prevailing rates) on the amount payable under the contract
to the Contractor will be made by the Employer. Hence, it is the responsibility
of the contractor to pay the GST to the concerned Authority.
43.3 Items of the works for which no rate or price has been entered in will not be
paid by the Employer and shall be deemed covered by other rates and prices
in the Contract.
44. Compensation events
44.1 The following are compensation Events unless they are caused by the
(a) TheEmployerdoesnotgiveaccessto a part oftheSitebythesite Possession
date stated in Contract data to the Contractor
44.2 In case of compensation event occurs and it prevents the work being
completed beyond the Intended Completion Date then Authority will approve
EOT with eligible contractual price escalation.
45.1 TheratesquotedbytheContractormustbe inclusive ofalltaxesprevailingon due
date of bid submission except GST. However, any subsequent changes in the
tax structure by Government after due date of bid submission will be
compensated (+/-) on availability or submission of actual documentation.
Contractor will have to intimate Engineer regarding changes occurred in the
tax structure after bid submission. If the contractor fails to provide such
information and if any financial obligation may arise due to change in tax
structure, same will be recovered from the contractor.
45.2 GST will be paid separately on the bills. Hence, it is the responsibility of the
contractor to pay the GST to the concerned Authority.
46. Currencies.
46.1 AllpaymentshallbemadeinIndian Rupees.
47. PriceAdjustment
47.1 Contract price shall be adjusted for increase or decrease in rates and price of
labour, materials, fuels and lubricants in accordance with the following
principles and procedures and as per formula given in the contract data:
(a) The price adjustment shall apply for the work done from the start date
given in the contract data up to endofthe initial intendedcompletion date
or extensions granted by the Engineer and shall not apply to the work
carried out beyond the stipulated time for reasons attributable to the
(b) The price adjustment shall be determined during each month from the
formula given in the contract data.
(c) Following expressions and meanings during to the work done during each
R = Total value of work done during the month. It would include the
amount of secured advance granted, if any, during the month less the
amount of secured advance recovered, if any during the month.It will
exclude value for works executed under variations for which price
adjustment will be worked separately based on the terms mutuallyagreed.
47.2 To the extent that full compensation for any rise or fall in costs to the
contractor is notcovered by the provisions of this or other clause in the
contract, the unit rates and prices included in the contract shall be deemed to
include amounts to cover the contingency of such other rise or fall in costs.
48.1 The Employer shall retain from each payment due to Contractor the
proportion stated in the Contract Data until Completion of the whole of the
48.2 On Completion of the whole of the Works half the total amount retained is
48.2 On Completion of the whole of the Works half the total amount retained is
repaidto the Contractorandhalfwhen the Defects LiabilityPeriodhas passed
and the Engineer has certified that all Defects notified by the Engineer to the
Contractor before the end of this period have been corrected.
48.3 On completion of the whole works, the contractor may substitute retention
money with an “on demand” Bank guarantee.
In case, Contractor requests for refund of the Retention Money
deducted by the Employer under the provision of this clause, Employer shall
consider the said request of the Contractor provided that the refund
hereunder shall be made in tranches of not less than 1% (One Percent) of the
Contract Price and Contractor furnishes an irrevocable and unconditional
Bank guarantee for an equal amount substantially in the format of Bank
Guarantee for Performance Guarantee enclosed with SBD and valid up to
day beyond the scheduled / extended Defects Liability Period. On completion
of the whole works, the contractor has however an option to submit a fresh
irrevocable and unconditional Bank Guarantee for an amount equal to 5% of
thetotalvalueofworkexecutedsubstantiallyintheformatofBankGuarantee
forPerformanceGuaranteeenclosedwithSBDandvalidupto60days beyond the
Defect Liability Period and yet refund the Retention Money Bank Guarantee
submitted for refund of Retention Money.
49. LiquidatedDamages
49.1 The Contractor shall pay liquidated damages to the Employer at the rate per
day stated in the Contract Data for each day that the Completion Date is later
than the Intended Completion Date (for the whole works or the milestone as
stated in the contract data). The total amount of liquidated damages shall not
stated in the contract data). The total amount of liquidated damages shall not
exceed the amount defined in the Contract Data. The Employer may deduct
liquidated damages from payment due to the Contractor. Payment of
liquidated damages does not affect the Contractor’s liabilities.
49.2 If the Intended Completion Date is extended after liquidated damages have
been paid, the Engineer shall correct any overpayment of liquidated damages
by the Contractor by adjusting the next payment certificate. The Contractor
shall not be entitled for any interest on the over payment calculated from the
date of payment to the date of repayment.
49.3 If the contractor fails to comply with the time for completion as stipulated in
the tender, then the contractor shall pay to the employer the relevant sum
stated in the Contract Data as Liquidated damages for such default and not as
penalty for everyday or part of day which shall elapse between relevant time
for completion and the date stated in the taking over certificate of the wholeof
the works on the relevant section, subject to the limit stated in the contract
The employer may, without prejudice to any other method of recovery
deducttheamountofsuchdamagesfromanymoniesdueortobecomedueto
thecontractor.Thepaymentordeductionofsuchdamagesshallnotrelieve
the contractorfromhis obligation to complete the works on fromany otherof
his obligations and liabilities under the contract.
49.4 If, before the Time for Completionof the whole of the Works or, if applicable
any Section, a Taking Over Certificate has beenissued for any part of the
Works or of a Section, the liquidated damages for delay in completion of the
remainder of the Works orof that Section shall, for any period of delay after
the date stated in such Taking-Over-Certificate, and in the absence of
alternative provisions in the Contract, be reduced in the proportionwhich the
value of the part so certified bears to the value of the whole of the Works or
Section,as applicable. The provisions ofthis Sub-clause shallonlyapplyto the
rate of liquidated damages and shall not affect the limit thereof.
50 BonusDeleted by EE
50.1 If the contractor achieves completion of the whole of the works prior to the
intendedCompletion Date prescribedin Contract Data the Employershall pay
to the contractor a sum stated in Contract Data as bonus for every completed
month but subjected to maximum amount as stated in Contract Data;
which shall elapse between the date of completion of all items of works as
stipulated in the contract, including variations ordered by the Engineer and
the time prescribed in Clause
50.2 Bonus shall be paid only to works amounting to above INR 5 crore with time
limit of the works is equal or more than 6 months. The bonus would be paidas
%ofTimeSaved %ofInitialContractPrice
entitled for Bonus
Lessthan 10% 0%
51 AdvancePayment.
51.1 The Employer shall make advance payment (not to be paid less than two
installments except in special circumstances for which the reason to be
Recorded in writing) to the Contractor of the amounts stated in the Contract
Date by the date stated in the Contract Date, against provision by the
Contactor of an Unconditional Bank Guarantee in a form and by a bank
acceptable to the Employer in amounts and currencies equal to be at least
110% of the advance payment. The guarantee shall remain effective until the
advance payment has been repaid, but the amount of the guarantee shall be
progressively reduced by the amounts repaid by the Contractor. The
Mobilization advance would be deemed as interest bearing advance at an
interest rate of 10 % to be compounded, quarterly.
51.2 The Contractor is to use the advance payment only to pay for Equipment,plant
and Mobilization expenses required specifically for execution of the Works.
The Contractor shall demonstrate that advance payment has been used in this
way by supplying copies of invoices or other documents to the engineer.
51.3 The advance payment shall be repaid by deduction proportionate amount
from payments otherwise due to the Contractor, following the schedule of
completed percentages of the Works on a payment basis. No account shall be
taken of the advance payment or its repayment in assessing valuations of
work done, variations, price adjustments, Compensation Events, orLiquidated
52.1 The performance Security (including additional security for unbalanced bids)
shall be provided to the Employer no later than the date specified in theLetter
of Acceptance and shall be issued in an amount and form and by a bank or
surety acceptable tothe Employer, and denominated in Indian Rupees. The
performance Security shall be valid until a date 60 days from the date of
expiry of Defects Liability Period and the additional security for unbalanced
bids shall be valid until a date 28 days from the date of issue of the certificate
54. Cost of Repairs.
54.1 Loss or damage to the Works or Materials to be incorporated in the Works
between the Start date and the end of Defects Correction periods shall be
remedied by the Contractor at the Contractor’s cost if the loss or damages
arises from the Contractor’s acts or omissions.
E. FINISHINGTHE CONTRACT
55.1 The Contractor shall request the Engineer to issue a Certificate of Completion
of the works and the Engineer will do so upon deciding that the work is
56. Taking Over
56.1 The Employer shall take over the Site and the Works within seven days of the
Engineer issuing a certificate of Completion.
57. FinalAccount
57.1 The Contractor shall supply to the Engineer a detailed final account of
thetotalamount that heContractorconsiderspayableasfullandfinalsettlement
of all claims under the Contract for items before the end of the Defects
Liability Period. The Engineer shall issue a Defect Liability Certificate and
certify any final payment that is due to the Contractor within 56 days of
receiving the Contractor's account if it is correct and complete. If it is not, the
Engineer shall issue within 56 days a schedule that states the scope of the
corrections or additions that are necessary. If the Final Account is still
unsatisfactory after it has been resubmitted, the Engineer shall decide on the
amount payable to the Contractor and issue a payment certificate, within
days of receiving the Contractor’s revised account.
57.2 Ifreversal in characteristic oftender(L1becomingL2)on account of excesses
and savings in final account is observed, the Engineer/Employer shall be at
liberty to restrict the final payment of BOQ items to the lowest amount
evaluated of the bids considering the final quantities and the rates quoted
including the rebates if any. Payment of variation items shall however be
made at the rates approved by the Employer, within 90 days from thephysical
completion of work.
58. OperatingandMaintenance Manuals
58.1 If “as built” drawings and/or operating and maintenance manuals are
required, the Contractor shall supply them by the dates stated in the Contract
58.2 If the Contractor does not supply the Drawings and/or manuals by the dates
statedintheContractdata, ortheydonotreceivetheEngineer’sapproval, the
Engineer shall withhold the amount stated in the Contract Data from
payments due to the Contractor.
59. Termination
59.1 The Employer or the Contractor may terminate the Contract if the other party
causes a fundamental breach of the Contract.
59.2 Fundamental breaches of Contract include, but shall not be limited to the
1. The contractor stops work for 28 days when no stoppage of work isshown
on the current programme and the stoppage has not been authorized by
2. The Engineer instructs the Contractor to delay the progress of the Works
and the instructions is not withdrawn within 28 days;
3. The Employer or the Contractor is made bankrupt or goes into liquidation
other than for a reconstructions or amalgamation
4. A payment certified by the Engineer is not paid by the Employer to the
Contractor within 56 days of the date of the Engineer’s certificate
5. The Engineer gives Notice that failure to correct a particular Defect is a
fundamental breach of Contract and the Contractor fails to correct itwithin
a reasonable period of time determined by the Engineer;
6. TheContractordoesnotmaintainasecuritywhichis required;
7. The Contractor has delayed the completion of works by the number of
daysforwhichthemaximumamountofliquidateddamagescanbepaidas
defined in the Contract data; and
8. If the Contractor, in the judgment of the Employer has engaged in corrupt
or fraudulent practices in competing for or in executing the Contract.
For the purpose of this paragraph: “corrupt practice” means the
offering, giving, receiving or soliciting of anything of value to influence the
action of a public official in the procurement process or in contract execution.
“Fraudulentpractice”meansamisrepresentationoffactsinordertoinfluence a
procurement process or the execution of a contract to the detriment of the
borrower, andincludes collusive practice amongBidders (prior to orafterbid
submission) designed to establish bid prices at artificial non-competitive
levels and to deprive the Borrower of the benefits of free and open
59.3 When either party to the Contract gives notice of a breach of contract to the
Engineer for a cause other than those listed under Sub Clause 59.2 above, the
Engineer shall decide whether the breach is fundamental or not.
59.4 Notwithstanding the above, the employer may terminate the Contract for
60. Paymentupon Termination
60.1 If the Contract is terminated because of a fundamental breach of Contract by
the Contractor, the Engineer shall issue a Certificate for the value of the work
donelessadvancepaymentsreceiveduptothedateoftheissueofthe
certificate, less other recoveries due in terms of the contract, less taxes due to
deducted at source as per applicable law and less the percentage to apply to
the work not completed as indicated in the Contract data. Additional
Liquidated Damages shall not apply. If the total amount due to the Employer
Liquidated Damages shall not apply. If the total amount due to the Employer
exceeds any payment due to the Contractor the difference shall be a debt
payable to the Employer.
60.2 If the Contract is terminated at the Employer’s convenience or because of a
fundamental breach of Contract by the Employer, the Engineer shall issue a
certificate forthe value ofthe work done, the cost ofbalance material brought
by the contractor and available at site, the reasonable cost of removal of
equipment, repatriation of the Contractor’s personnel employed solely on the
works, and the Contractor’s cost of protecting and securing the Works andless
advance payment received up to the date of the certificate, less other
recoveries due in terms of the contract and less taxes due to deducted at
source as per applicable law.
61.1 All materials on the Site, Plant Equipments, Temporary Works and Works are
deemed to be property of the Employer, if the Contract is terminated because
of a Contractor’s default.
62. Releasefrom Performance
62.1 If the Contract is frustrated by the outbreak of war of by any other event
entirely outside the control of either the Employer or the Contractor the
Engineer shall certify that the Contract has been frustrated. The Contractor
shall make the Site safe and stop work as quickly as possible after receiving
this certificate and shall be paid for all work carried out before receiving itand
for any work carried out afterwards to which commitment was made.
F. SPECIALCONDITIONSOF CONTRACT
The Contractor shall, unless otherwise provided in the Contract, make
his own arrangements for the engagement of all staff and labour, local or
other, and for their payment of housing, feeding and transport.
The Contractor shall, if required by the Engineer, deliver to the
Engineer a return in detail, in such form and at such intervals as the Engineer
may prescribe, showing the staff and the numbers of the several classes of
labour from time to time employed by the Contractor on the site and such
other information as the Engineer may require.
64. COMPLIANCEWITHLABOURREGULATIONS
During continuance of the contact, the Contractor and his sub-
contractor shall abide at all times by all existing labour enactments and rules
madethereunder, regulations,notificationandbyelawsoftheStateorcentral
Government orlocal authority and any other labour law (including rules),
regulations, bye laws that may be passed or notifications that may be issued
under any labour law in future either by the State or the Central Government
or the local authority. Salient features of some of the major labour laws that
are applicable to the construction industry are given below. The Contractor
shall keep the Employer indemnified in case any action is taken against the
Employer by the competent authority on account of contravention of any of
the provisions of any Act or rules made thereunder, regulations or
notifications including amendments. If the Employer is caused to pay or
reimburse, such amounts as may be necessary to cause or observe, or for
observance of the provisions stipulated in the notifications/bye
laws/Acts/Rules/regulations including amendments, if any, on the part of the
Contractor, the Engineer/employer shall have the right to deduct any money
due to the Contractor including his amount of performance security. The
Employer/Engineer shall also have the right to recover from the Contractor
any sum required or estimated to be required for making good the loss or
damage suffered by the Employer.
TheemployeesoftheContractorandtheSub-Contractorinnocaseshallbe
treated as the employees of the Employer at any point to time.
SALIENT FEATURES OF SOME MAJOR LABOUR AND OTHER LAWS APPLICABLE TO
ESTABLISHMENTS ENGAGED IN BUILDING AND OTHER CONSTRUCTIONS WORK
A) Workmen Compensation Act 1923:- The Act provides for compensation incase
of injury by accident arising out of and during the course of employment.
B) Payment of Gratuity Act. 1972:- Gratuity is payableto an employee under the
Act on satisfaction of certain conditions on separation if an employee has
completed 5 years service or more on death, the rate of 15 days wages for every
completed year of service. The Act is applicable to all establishments employing
10 or more employees.
C) Employees P.F. and Miscellaneous Provision Act 1952:-The Act Provides for
monthly contributions by the employerplus workers @ 10% or 8.33% The
benefits payable under the Act are :
1. Pensionorfamilypensiononretirementordeath,asthecasemaybe.
2. Depositlinkedinsuranceonthedeathinharnessoftheworker.
3. PaymentofP.F.accumulationonretirement/deathetc.
D) Maternity Benefit Act 1951 :- The Act provides for leave and some other
benefits to women employees in case of confinement or miscarriage etc.
E) Contract Labour (Regulation & Abolition) Act 1970: The Act provides for
certainwelfaremeasurestobeprovidedbytheContractortocontract labourand in
case the Contractor fails to provide, the same are required to be provided, by the
Principal Employer by Law. The principal Employer is required to take Certificate
of Registration and the Contractor is required to take license from the designated
Officer. The Act is applicable to the establishments or Contractor of Principal
Employer, if they employ 20 or more contract labour.
F) Minimum Wages Act 1948 :-The Employer is supposed to pay not less than the
Minimum Wages fixed by appropriate Government as per provisions of the Act, if
the employment is a scheduled employment. Construction of Building, Roads,
Runways are scheduled employment.
G) Payments of wages Act 1936:-It lays down as to bywhat date the wages are to
be paid, when it will be paid and what deductions can be made from the wagesof
H) Equal remunerations Act 1979 :- The Actprovides for payment of equal wages
for work of equal nature to Male and Female workers and for not making
discrimination against female employees in the matter of transfer, training and
promotions etc.
I) Payments of Bonus Act 1965:- The Actis applicable to all establishments
employing 20 or more employees. The Act provides for payments of annual
bonus subject to a minimum of 8.33% of wages and maximum of 20 % of wages
to employees drawing Rs. 3500/- per month or less. The bonus to be paid to
employees getting Rs, 2500/- per month or above Rs. 3500/- per month shall be
worked out bytakingwagesasRs.2500/-permonth only. The Actdoesnot
apply to certain establishments. The newly set-up establishments are exempted
for five years in certain circumstances. Some of the State Governments have
reduced the employment size from 20 to 10 for the purpose of applicability of
J) Industrial Disputes Act 1947 :- The Act lays down the machinery and
procedure for resolutions of Industrial disputes, in what situations a strike or
lock-out becomes illegal and what are the requirements for laying off or
retrenching the employees or closing down the establishment.
K) Industrial employment (standing Orders) Act 1946 :- It is applicable to all
establishments employing 100 or more workmen (employment size reduced by
some of the State and Central Government to 50). The Act provides for laying
down rules governing the conditions of employment by the Employer onmatters
provided in the Act and get the same certified by the designated Authority.
L) Trade Unions Act 1926:-The Act lays the procedure for registration of trade
unions of workmen and employers. The Trade Unions registered under the Act
have given certain immunities from civil and criminal liabilities.
M) Child Labour (Prohibition &Regulation Act 1986 :-The Act prohibits
employment of children below 14 years of age in certain occupations and
process and provides for regulation of employment of children in all other
occupationsand processes. Employment ofChildlabourisprohibitedinBuilding
and Construction Industry.
N) Inter – State Migrant workmen’s (Regulation of Employment &
Conditionsof service) Act 1979:-TheAct is applicable to an establishment
whichemploys 5 or more inter-statemigrant workmen through an intermediary
(who has recruited workmen in one state for employment in the establishment
situated in another state).The inter-state migrant workmen, is an establishment
thisActbecomesapplicable,arerequiredtobeprovidedcertainfacilitiessuchas
housing, medical aid, traveling expenses from home upto the establishment and
O) The Building and Other Construction workers(Regulation of
employmentand Conditions of Service) Act 1996 and the Cess Act of 1996: -
All the establishments who carry on any building or other constructions work
and employ 10 or more workers are covered under this Act.
All such establishments are required to pay cess at the rate not exceeding 2% of
thecostofconstructionasmaybemodifiedbythegovernment. TheEmployerof the
establishment is required to provide safety measures at the Building or
construction work and other welfare measures, such as canteens, First Aid
facilities, Ambulance, Housing accommodations for workers near the workplace
etc. The Employer to whom the Act applies has to obtain a registrationcertificate
from the Registering Officers appointed by the Government.
P) Factories Act 1948 :-The Act lays down the procedure for approval of plans
before setting up a factory, health and safety provisions, welfare provisions,
working hours, annual earned leave and rendering information regarding
accidents or dangerous occurrences to designated authorities. It is applicable to
premises employing 10 persons or more with aid of power or 20 or more
persons without the aid of power engaged in the manufacturing process.
Q) Royalty charges-The contractor shall pay the royalty to the competent
authority as per rule. The royalty charges paid shall be borne by the contractor
and shall not be reimbursed by the Employer.
R) Following Pollution Control Acts and amendments made thereoffrom time
to time shall be applicable.
1. Water(PreservationandcontrolofPollution)Act,1974
2. Air(PreventionandControlofPollutionAct1981
3. Environmental(Protection)Act1986
The contractor must commit to adopting Environmentalmanagement plan
for best energy use, waste management, the reduction of pollution as in EMS
(Environmental Management system) ISO-14001-
65. ARBITRATION(GCCClause-24)
Theprocedureforarbitrationwillbeasfollows:-
24.1 Ifthe Contractoris ofthe viewthata decisiontaken bythe Engineer was either
outside the authoritygiven to the Engineerbythe Contract orthat the decision
was wrongly taken, the decision shall be referred to #Superintending
Engineer,GANDHINAGAR Panchayat Irrigation Circle- GANDHINAGAR(Higher
Authority) within 14 days of the notification of the Engineer's decision. If the
issue is not resolved, any party can refer the matter forconciliation within
days fromthe decision given bythe #Superintending Engineer, GANDHINAGAR
Panchayat Irrigation Circle- GANDHINAGAR
(a) For the work up to Rs.100 Cr., if any of the parties is not satisfied with the
decisionofthe#Superintending Engineer, GANDHINAGARPanchayat Irrigation
Circle- GANDHINAGARboththepartieshavetoreferto the #Chief Engineer
concerned for the conciliation process.
24.2 For the work more than Rs.100 Cr., if any of the parties is not satisfiedwith the
decision of the Superintending Engineer, GANDHINAGAR Panchayat Irrigation
Circle- GANDHINAGARboth parties have to refer to the #Secretary, NWRWS
Department, Government of Gujarat for the conciliation process.
If the dispute is not resolved through the conciliation process,
contractormayreferthedisputetoGujaratPublicWorksContractDispute
Arbitration Tribunal. Ifthe Contractorfails to refera claim/ dispute tothe
Higher Authority within 14 days of the notification of the Engineer's
decision, the Contractor shall not be entitled to any additional
payment/claim if he doesn’t follow the above sequence in stipulated time.
However, during such period, he would not stop the work in any case.
ClauseReferenceWith
respect To section
Itemmarked“N/A”donot applytothis Contract.
1. TheEmployersis [CL.1.1]
Executive Engineer, Irrigation Division, Kheda District
Panchyat,Nadiad
Address: 2nd floor ,Jilla Panchayat Bhavan
NameofauthorizedRepresentative(willbeintimated later)
2. TheEngineeris
Executive Engineer
NameofAuthorizedRepresentative:Executive Engineer, Irrigation
Division- Kheda District Panchyat,Nadiad
3. TheDefectsLiabilityPeriodis 1 yearsfromthedateof [CL.1.1&33]
Completion. The Free maintenance gurantee period is 4 years from
The date of the completion
4. The Start Date shall be from the 1stday from the date of issue of [CL.1.1]
the Notice to proceed with the work.
5. TheIntendedCompletionDateforthewholeoftheworksis [CL.1.1,17&2]
6Monthsafterstartofworkwiththefollowing milestones:
Milestone dates: [CL.2.2& 49.1]
PhysicalworkstobecompletedPeriodfromthestartdate
Milestone 1 i.e. 25% 30days.
Milestone2i.e. 50% 60 days.
Milestone3i.e. 75% 90days.
Milestone4i.e. 100% 180 days.
6. TheSiteislocatednear village:Dampat Taluka: Kathlal, Ditrict : Kheda [CL.1.1]
7. ThenameandidentificationnumberoftheContractis: [CL.1.1]
8. Theworksconsistof Structure Works with Item as per [CL.1.1]
B.O.Q.Theworksshall,interalia,includethefollowing,as Specified or
Siteclearance;setting–
outandlayout;wideningofexistingcarriagewayandstrengtheningincludin
gcambercorrections;construction of new road/ Parallel service road;
bituminous pavementsremodeling/construction of Junctions,
intersections, bus bays, lay-bays;supplying and placing of drainage
Channels, flumes, guard posts
andguardotherrelateditems;construction/extensionofcrossdrainagewor
ks, bridge, approaches and other related stones; protective
worksforroads/bridge;allaspectsofqualityassuranceofvariouscomponen
ts of the works; rectification of The defects in the completedworks
during the DefectsLiability Period; submission of “As- built’’drawings
and any other related documents; and other item of work
asmayberequiredtobecarriedoutforcompletingtheworkin
accordance with the drawings and the provisions of the contract and
toensuresafety.
(B) Concrete Works
ite clearance; setting – out and layout; carry out required excavation as
suggested by Engineer also to carry out leveling PCC work, foundation
concrete, reinforcement, headwalls,etc. along with laying PVC Weep Hole
for decreas water pressure along with necessary backfiling as and where
directed by the Engineer as per approved drawings provided by Engineer
all as per item specifications all aspects of quality assurance of various
components of the works; rectification of The defects in the completed
works during the DefectsLiability Period; submission of “As- built’’
drawings and any other related documents; and other item of work as
mayberequiredtobe carried out forcompletingtheworkin accordance with
the drawings and the provisions of the contract and to ensure safety.
AnyOtherItemsasrequiredtofulfillallcontractualobligationsaspertheBid
10. ThefollowingdocumentsalsoformpartoftheContract:
Asper Clause2-3 [CL.2.3(9)]
11. ThelawwhichappliestotheContractisthelawofUnionofIndia [CL.3.1]
12. ThelanguageoftheContractdocumentsisEnglish [CL.3.1]
13. Limitofsubcontracting25%oftheInitialContract Price [CL.7.1]
14. TheScheduleofOtherContractors [CL.8]
15. TheScheduleofKeyPersonnel AsperAnnex–IItoSectionI [CL.9]
16. The minimum insurance cover for physical property, injury and death [CL13]
is Rs. 5 lakhs per occurrence with the number of occurrences limitedto
four. After each occurrence, the contractor will pay an additional
premium necessary to make insurance valid for four occurrences
17. SiteInvestigationreport [CL.14]
18. TheSitePossessiondatesshallbe 1st day of the contract period [CL.21]
19. The period for submission of program for approval of the engineer [CL.27.1]
shall be 21 days from the issue of Letter of Acceptance.
20. Theperiodbetweenprogramupdateswillbe 45days. [CL.27.3]
21. Theamounttobewithheldforlatesubmissionof an updated program [CL.27.3]
shall be Rs1lakhs
22. ThefollowingeventsshallalsobeCompensation Events [CL.44]
Substantiallyadversegroundconditionsencounteredduringthe course of
execution of work not provided for in the bidding document.
(i) Removalofundergroundutilitiesdetectedsubsequently
(ii) Significant changes in classification of soil requiring
additionalmobilizationbythecontractor,e.g.ordinarysoil to
rock excavation,
(iii) Removalofunsuitablemateriallikemarsh,debrisdumps,
etc. not caused by the contractor.
Artesian conditions
(v)Seepage,erosion landslide
Rivertrainingrequiringprotectionof permanent work
Presenceofhistorical,archeologicalorreligiousstructures,
monuments interfering with the works
(viii) Restrictionofaccesstogroundimposedbycivil,judicial,or
Militaryauthority
23. ThecurrencyoftheContractisIndian Rupees [CL.46]
24. Theformula (e)foradjustment ofpricesareasunder: [CL.47]
If any of the commodities like Cement, Steel or Bitumen are not
found applicable in a work, the weight component of that
commodities {i.e. ‘Cement’ (Pc), ‘Steel’ (Ps) or ‘Bitumen' (Pb) as
indicated in SBD for the purpose of Price Adjustment} shall be
clubbed with the weight component of ‘Other Material’ (Pm), such
that the gross % weight of the components shall remain as 100% .
R=valueofworkasdefinedinClause47.1of Conditionsof Contract
Adjustmentforlabourcomponent
(i) Priceadjustmentforincreaseordecreaseinthecostdueto labour
shall be paid in accordance with the following formula:
V L= 0.85x(Pl/100)xRx(Li–L0)/L0
VL =Increaseordecreaseinthecostofworkduringthe month under
consideration due to changes in rates for local labour
L0=The consumer price index for industrial workers for the
State on 28 days preceding the scheduled date ofopening
of technicalBids as published by Labour Bureau,
Ministry ofLabour, Government of India
Li=The consumer price index for industrial workers for the
State forthe monthunderconsideration aspublishedby
the Labour Bureau, Ministry of Labour, Government of
Pl = Percentageoflaborcomponentofthe work.
Adjustmentforcement component.
(ii) Pricesadjustmentforincreaseordecreaseinthecostof cement
procured by the contractor
Vc=0.85x(Pc/100)xRx(Ci–C0)/C0
Vc=Increase or decrease in the cost of work during the
month under consideration due to changes in rates
C0 =The allIndia wholesale price index for Ordinary Portland
Cementon 28 dayspreceding the scheduled date
ofopening of technical bid as
publishedbytheOfficeoftheEconomicAdviser,
Department for Promotion of Industry and Internal
Trade, Ministry of Commerce & Industry.
Ci=The all India average wholesale price index for Ordinary
Portland Cement for the month under consideration as
published by Office of the Economic Adviser,Department
for Promotion of Industry and Internal Trade, Ministry
of Commerce & Industry.
Pc=Percentageofcementcomponentofthework
Adjustmentforsteel component
(iii) Priceadjustmentforincreaseordecreaseinthecostofsteelprocuredbythe
contractor shall be paid in accordance with the following formula
Vs=Increase or decrease in the cost of work during the month under
consideration due to changes in the rates for steel
So=TheallIndiawholesalepriceindexforsteel(MildSteel-LongProducts Rebars) on
days preceding the date of opening of Bids as published by the Office of the
Economic Adviser, Department for Promotion of Industry and Internal
Trade, Ministry of Commerce & Industry.
Si=The all India average wholesale price index for steel (Mild Steel - Long
Products Rebars) for the month under consideration as published byOffice
of the Economic Adviser, Department for Promotion of Industry and
Internal Trade, Ministry of Commerce & Industry.
Ps=Percentageofsteelcomponentofthework
Note:Fortheapplicationofthisclause,theindexofMildSteel-Long
productsRebarshasbeenchosentorepresentthesteel group.
Adjustmentsofbitumencomponent
(iv) Priceadjustmentforincreaseinthecostofbitumenshallbepaidin
accordance with the following formula
Vb=Increaseordecreaseinthecostofworkduringthemonthunder
consideration due tochangesin rates for bitumen.
Bo= The official retail price of bitumen at the IOC depot at the nearest
centre on the day 28 days prior to the scheduled date ofopening of
Bi=The official retail price of bitumen of IOC depot at the nearest
centre for the 15thday of the month under consideration.
Pb=Percentageofbitumencomponentofthework
AdjustmentofPOL(fuelandlubricant)component
(v) Price adjustment for increase or decrease in cost of POL (fuel and
lubricant) shall be paid in accordance with the following formula
Vf=0.85x(Pf/100)xRx(Fi–F0)/F0
Vf=Increaseordecreaseinthecostofworkduringthemonthunder
consideration due to changes in ratesfor fuel and lubricants.
Fo=The official retail price of High Speed Diesel (HSD) at the existing
consumer pumps of IOC at the nearest centre on the day 28 prior tothe
date of opening of Bids.
Fi=The official retail price of HSD at the existing consumer pumps of
IOC at the nearest centre for the 15thdayof the month of the under
Pf=Percentageoffuel andlubricants component ofthework
Note: For the application of this clause, the price of High-Speed diesel Oil has
been chosen to represent the fuel and lubricants group.
AdjustmentforConstructionMachinery
(vi) Price adjustment for increase or decrease in the cost of plant and
Machinery spare procured by the Contractor shall be paid in
accordance with the following formula
Vp=0.85x(Pp/100) xRx(Pi–P0)/P0
Vp=Increaseordecreaseinthecostofworkduringthemonthunder
considerationduetochangesinratesforplantand machinery spares
P0= The all India wholesale price index for manufacturer of
machinery for mining, quarrying and Construction for the month
under consideration as published Office of the Economic Adviser,
Department for Promotion of Industry and Internal Trade,
Ministry of Commerce & Industry.
Pi= The all India average wholesale price index for manufacturer of
machinery for mining, quarrying and Construction for the month
under consideration as published Office of the Economic Adviser,
Department for Promotion of Industry and Internal Trade,
Ministry of Commerce & Industry.
Pp=Percentageofplantand machinery spares componentofthework.
Note:Fortheapplicationofthisclause,indexofHeavyMachineryandparts has
been chosen to represent the Plant and Machinery Spares group
AdjustmentofothermaterialsComponent
(vii) Price adjustment for increase or decrease in cost of local materials
other than cement, steel, bitumen and POL procured by the contractor
shall be paid in accordance with the following formula
Vm=Increase or decrease in the cost of work during the month under
consideration due to change in rates for local materials other than
cement, steel, bitumen and POL.
M0= The All Indian wholesale price index (all commodities) on 28 days
preceding the scheduled date of opening of technical Bids, as published
by the Office of the Economic Adviser, Department for Promotion
of Industry and Internal Trade, Ministry of Commerce & Industry.
Mi=The AllIndia wholesale price index (all commodities) for the month
under consideration as published by the Office of the Economic
Adviser, Department for Promotion of Industry and Internal
Trade, Ministry of Commerce & Industry.
Pm=Percentageoflocalmaterialcomponents(otherthancement, steel,
bitumen and POL) of the work.
Thefollowingpercentagewillgovernthepriceadjustmentforthe entire
1. Labour–Pl15%
2. Cement – Pc 38%
3. Steel - Ps 3%
5. Plant & Machinery Spares Pp 15.50%
6. Other Materials –Pm 13.00%
25. Theproportionofpaymentsretained(retentionmoney)shallbe6%{CL.48} from
each bill subject to a maximum of 5% of final contract price.
26. Amount of Liquidated damages for For Whole of work {CL.49}
delayincompletionofworks (1/2000)thoftheInitialcontract
price, rounded off to the nearest
Thousand, per day. For sectional
Completion (wherever specified In
item5ofContractdata)(1/2000)thof
initial contract price for #5 km
Section, rounded off to the nearest
thousand per day.
27. Maximumlimitofliquidateddamages 10percentoftheInitial {CL. 49}
Fordelayincompletionwork ContractPriceroundedoffto
Thenearestthousand
28. AmountofBonusforearlycompletion Amountofbonusforearly
Completionofworkshallbegiven as
per CL.50 of Section-3
29. Maximum limit of bonus for early 5percentoftheContract{CL.50}
Completion of work Price
30. Theamountoftheadvancepaymentare:{CL. 51&52}
#Nature of Advances Amount(Rs.)Conditionsto
i Mobilization0% of the contract Onsubmissionofunconditional
Price Bank Guarantee. (to be drawn
before the end of 20% of the
contract period). The contractor
mayfurnishOnebankguarantees of
0 % of each valid for the full
ii Equipment 0% for new and 0% of Afterequipmentisbroughttosite
depreciated value for old (provided the Engineer is
equipment. Total amount satisfied That the equipment is
equipment. Total amount satisfied That the equipment is
will be subject to a required for performance of the
maximum of 5% of the contract) and on submission of
Contract Price unconditionalBankGuaranteeforA
mountof advance
iii Secured Deleted
(TheadvancepaymentwillbepaidtotheContractornolaterthan28daysafter fulfillment of
the above conditions).
31. Repaymentofadvancepaymentformobilizationandequipment{CL.51.3}
The advance loan shall be repaid with percentage deduction from the interim
payments certified by the Engineer under the Contract. Deduction shall
commenceinthenextInterimPaymentCertificatefollowingthatinwhichthetotal of
all such payments to the Contractor has reached not less than 20 percent of the
Contract Price or 6 (six) months from the date of payment of first installment of
advance, whichever period concludes earlier, and shall be made at the rate of
percent (collectively for both Mobilization Advance andEquipment
Advance)of the amounts of all Interim Payment Certificate until such time as the
loan has been repaid, always provided that the loan shallbe
completelyrepaidpriortotheexpiryoftheoriginaltimeforcompleteonpursuant to
33. The securitiesshallbeforthefollowingminimumamountsequivalent{CL.52} As a
percentage of the Contract Price:
Performance Security for 5 percent of contract price plus Rs. 0/-(to be decided
after evaluation of the bid) as additional security in terms of ITB Clause
The standard form of Performance security acceptable to the Employer shall be
an unconditional Bank Guarantee of the type as presented in Section 8 of the
Bidding Documents.
34. TheScheduleofOperatingandmaintenanceManuals…..N/A. {CL. 58}
35. The date by which “as– built” drawings (in scale as directed) in 2 sets{CL. 58} are
required within 28 days of the issue of certificate of completion of the whole or
section of the work, as the case may be.
36. The amount to be withheld for failing to supply “as built” drawings {CL. 58} bythe
Date required is Rs.50,000/-
37. The following events shall also be fundamentals breach of contract: { CL.59.2}
“TheContractor has contravened Sub- clause 7.1 and Clause 9 of GCC”
38. Thepercentagetoapplythevalueoftheworknotcompletedrepresenting{Cl60} the
Employer’s additional cost for completing the Works shall be 20 per cent.
TECHNICAL SPECIFICATION
GENERAL TECHNICAL SPECIFICATION
1.1 Water shall not be salty or brackish and shall be clean, reasonably clear from objectionable
quantities of silt and traces at oil and injurious alkalis salts, organic matter and other
deleterious material which will either weaken the mortar of concrete or cause
efflorescence’s or attack the steel in R.C.C. the PH value of water shall generally be not less
then 6.contaier for transport, storage and handling of water shall be clean and only potable
water shall be use in the work.
1.2 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 hardening of concrete during curing of those which produce objectionable
stain or other unsightly deposits on concrete or mortar surface.
1.3 Hard and bitter water shall not be use for curing.
1.4 Potable water will be generally found suitable for preparation and curing of mortar or
1.5 Testing water shall be done at government laboratory at his own cost if directed by
Engineer-in-charge.
2.1 The contractor shall have to make his own arrangement to procure the cement bearing I.S.I
(B.I.S) mark, directly from the manufacturer or from the authorized directly from the
manufacturer or from the authorized dealers of such manufacturer. For the
verification of such purchases the contractor shall have to produce the bills of
manufacturer or its authorized dealer along with testing details of the Engineer-in-
charge. The cement brought at the site by the Contractor Shall be tested by the
Department prior to its use in work. For testing of Cement one Cement bag shall be drawn
and tested. After conducting necessary qualitative tests, as per I. S. Department will issue
acceptance certificate to the cement fulfilling the requirement. Department will issue
acceptance certificate to the cement fulfilling the requirement. The cement not
satisfying the criteria, as per I.S. shall be rejected & Contract shall have to remove it
from the site immediately at his risk.
The cement shall O.P.C. type and shall conform to I.S.I. specifications cement
shall be fresh and stacked as site as directed by Engineer- in charge to the work on a
dump proof floor and in a weather proof shed. it shall be stacked on work site to
prevent deterioration as specified in storage specification of the cement marketing
company, cement which is market from authorize dealer.
2.2 As the cement a available in bags, the contractor shall provide at the site of work
satisfactory for not less than three months average consumption on works and shall
keep the cement stored in manner that shall satisfy the Engineer, The arrangement of
storage and utilization shall he such as to ensure the utilization of cement in the order
of its arrival at the storage and the contractor shall maintain satisfactory records
which would any time show the dates of receipt and processed utilization of cement
laying in store at site.
2.3 Engineer-in charge shall at all time, have an access to the stores at the stores at site and
shall authority to check and examine the method of storage, accounting and security
provided by the contractor. The contractor shall comply with instruction. The
Contractor shall further at all times satisfy the engineer for his demand for the
production of records or books or submission of returns and perform of other proofs
that may be demanded submission of returns and perform of other proofs that may be
demanded in order to prove that the cement brought to site being used. The contractor
shall at all times keep his records up-to-date to enable the Engineer to apply such
checks as he may desire to impose.
3.1 Sand be natural sand, clean, well graded hard strong durable and gritty particles five
from injurious amounts of dust clay, kankar, soft or flaky particles shale, alkali, salts,
organic matter, loom mica or other substance and shall be got approved from the
Engineer-in-charge. The sand shall not contain more than 5 % of silt as determined by
field test. If necessary the sand shall be washed to make it clean.
3.2 The fineness modules of and sand not be less then 2.6 and exceed
3.3. All the fine aggregates shall confirm to I.S. 383-1970 as directed by Engineer- in-charge.
3.4 Sand for use on work shall natural river sand or crushed sand of crushed gravel of
their mixture in specified prescription. The sand shall consist of hard, dense, uncoated
siliceous grains of such fragment and shall be free from the injurious of amounts of
dust, lumps, soft of flaky particles shales, alkali , organic matter, looms mica and
deleterious sub stances.
3.5 IMPURITIES :
3.5.1 Materials passing on No. 200 B.S.S. Sieve 5 by weight for crusher gravel for sand 10 %
by weight for crushed rock.
Shale 1 percent by weight
Coal 1 percent by weight
Clays lumps 1 percent by weight
Other impurities 2 percent by weight
3.5.2 Deleterious substance such as Alkali , Mika coated grain and soft flaky particles shall not
3.5.3 The sum of the percentage of all deleterious substances in any cases shall not exceed
zone 5 percentage by the weight. Sand be free from organic impurities.
3.6 GRADATION :
The sand shall he graded, screen analysis shall confirm one of gradation limit grading
zone I to IV specification in I.S. 383-1970 vide Table No. Mentioned below.
FINE AGGREGATE TABLE NO.
IS Sieve Percentage Passing
Gradatio Grading Grading Grading Grading
Zone – I Zone – II Zone – III Zone – IV
3.7 Fineness modules
The sand shall have fineness modulus ranging between 2.6 to 3.2 the fineness
modules being computed by adding cumulative percentage of sand retained on six
standard sieves raging front 4.75mm 150 micron incisive & dividing the sum by
The contractor shall have to make his own arrangement to produce the steel bearing ISI
marks directly from the manufacturer or from authorized dealers of such
manufacturer of from authorized dealers or such manufacturer. For verification of
such purchased the contractor shall have to produce the bill of manufacturer of
authorized dealer along with testing details to the Engineer-in- charge in case of doubt
of site by the contractor shall be tested by the Department as per concrete IS Mild steel
bar reinforcement for R.C.C. work shall confirm to IS 32 -1982 and shall be tested
quality. In case of doubt after conducting the necessary qualitative test as per IS 456 -
1978. Department will accept the steel.
The steel not satisfying the criteria as per I.S shall he rejected and contractor shall
have to remove from the immediately at his risk and cost.
5.0 COARSE AGGREAGATE :
5.1 Course aggregate shall be machine crushed stones of black trap or equivalent and be
hard, strong, dense, durable, clean and free skin and coaling which may likely to
prevent proper adhesion of mortar coarse aggregate shall consist of uncoated hard
strong, dense and durable of locally available stone for 1:4:8 and crushed black trap
stone for 1: 1 ½ : 3, 1:2:4 and 1:3:6 ( In the event of some special work, the hand
broken coarse aggregate may have to use )
5.2 The aggregate shall generally he cubical in shape. Unless special stones of particular
quarries are mentioned aggregates shall be machine crushed ( Maud broken when
specified ) from the best black trap of equivalent hard stone as approved by Engineer-
in - charge. Aggregate shall have no deleterious reaction with cement. The size of the
coarse aggregate for plain cement concrete and ordinary reinforced cement shall
generally be as per the table given below.
IS Sieve Percentage Passing for single size Percentage passing for graded
Designation aggregate of normal size aggregate to normal size
Note : This percentage may be varied some what by Engineer-in-charge when considered
necessary for obtaining better density and strength of concrete
5.3 However exact grading required to produce a dense concrete of specified strength and
desired workability shall be decided by Engineer-in-charge by carrying out be carried
5.4 IMPURITIES :
It shall be free from disintegrated stone soft flaky and elongated particles salt, alkali,
vegetable, matter and other deleterious materials in such quantities as to reduce
strength and generally simply with the I S 383 -1970. Some of the important
requirements of coarse aggregate as specified in I S 383- 1970 are summarized below
The amount of deleterious materials in coarse aggregate shall not exceed the
percentage of limits given below in Table NO. 2 When tested by method described in IS.
2383 -1963 and the sum of percentage of all deleterious materials ( except mica) shall
not exceed the limit of 5 percentage
(I) DELETERIOUS MATERIALS MAXIMUM PERCENTAGE LIMITS BY
Coal and Lignite 1.00
Clay Lumps 1.00
Soft Fragment 3.00 --
Materials Passing 75 3.00
micron I.S. sieve
CLAUSE DESCRIBED IN APPPAND1X OF 1S.383-1970
When required by Engineer – in- charge coarse aggregated shall also be subject to some of
following lest as he consider necessary in accordance with the procedure specified in I.S.
5.1 The stone shall he be of the sped lied variety such as Granite / Quartz / or any oilier
types of good hard locally available stone obtain from quarries as approved by the
Engineer –in – charge. The stone shall be obtain only from the approved quarry and
shall be hard , sound, durable and free from other structural defect to like cavities
cracks sand, holes, flows, injurious veins patches of loose or soft material etc., and
weathered portion and other structural defect of imperfection tending to affect their
soundness and strength. The thickness of the stone shall not be less than 15cm. The
stone with round surface shall not be used, the Stone shall be such as will not absorb
more than 5 % of water. Stone with weathered skin shall not be used.
5.2 The sample of the stone to be used shall be got approval from Engineer-in-
charge before the work started Testing of stone shall be done at contractors cost
if required as specified by Engineer-in-charge.
(B) WORK PROCEDURE
1.0 ACCURACY OF LINES & GRADES :
The various works shall to be clone true to line, level and grade the periodical checking
of these by the government staff does not absolve the contractor of his responsibility,
regarding their, accuracy. In case of any contractor of the responsibility in lines, level
or grade, the contractor shall correct the discrepancy at his own cost and without any
compensation for the additional work if any involved. Wherever such a discrepancy is
found to arise at the junction of work of different contractor, the relative liability to set
right their respective discrepancy shall be fixed by the Engineer whose decision shall
be final and binding to the rectify the contractor concerned. The Engineer shall, further
have the authority if needed to rectify the discrepancies and recover the costs from
the contractor or contractors according to proportions as he may consider
2.0 TESTING OF MATERIALS :
2.1 AU materials before being incorporated in the work shall be inspected and if
necessary tested before approved by the Engineer- in – charge. Any work on which
such materials are used without prior inspection and without approval or written
permission of the Engineer-in- charge is liable to considered as unauthorized , defective
and not acceptable .
2.2 The contractor shall supply all the materials required to be tested and also make
good at his costs as may be directed by Engineer-in-charge for his satisfaction. An
authorized representative of the contractor shall remain present at the time when the
samples of concrete etc are taken and shall authenticate the facts , if so required . if the
contractor’s agent fails to remain present as aforesaid samples or cores etc. taken by the
Engineer or his representative shall be considered to be authentic. The contractor shall
however be informed of the details of such samples and cores etc. having being taken.
2.3 The various materials and cubes shall be tested periodically as per requirement at the
Government Approved Laboratory or Q C sub division or GERI and the results given
thereby shall be considered correct and authentic to the contractor. The Contractor
shall be given access to operations and tests that may be carried out aforesaid to
that he may satisfy himself regarding the procedure and methods adopted , It shall be
the contractor’s responsibility to produce on the work materials and finished items
to the standard based on the standards based on the laboratory design and tests.
2.4 The methods of sampling and testing and the procedures and standard shall be as laid
down by the Engineer -hi-charge from time to time.
2.5 SAMPLES AND TESTS :
The of materials and also on the work as laid down will be made by Government.
The contractor shall arrange for collecting and forwarding the samples to
Laboratory as his own cost as may be required by the Engineer – in charge and if so
directed shall not lake use or incorporate in the work any materials represented by
any of the sample until the required tests have made and materials accepted the
testing changes for all construction materials shall be borne by the contractor .
1.0 DEWATERING AND DIVERSION WHERE NEEDED :
(1) The rates also include arrangement for the diversion of water during construction
the fair weather as well in the monsoon during the ending period of contract. No
payment shall be made for any part of work materials washed away or damage during
the monsoon or other period and shall have to he made good by the contractor at his
own cost. It is the responsibility of the contractor to make good repair any Government
property materials to be utilized for the present work or completed part of present work
damaged during construction period.
(2) The rate are also inclusive of all labor, materials and plants necessary for the purpose
of dewatering and division as required without any separate payment in any items of
4.0 CLEARING THE SITE OF WORK :
Trees and Dismantled materials shall be the property of the Government and shall be
carted and stacked at suitable places as directed by Engineer- in charge and all waste
materials decided as such by the Engineer- in charge and all waste materials decided as
such. by the proposed site so as not to interface with construction operation.
All clearing operations as above shall be considered as included in the items of
excavation embankment etc. and no extra payment shall he made for clearing the site
5.0 EXCAVATION :
This Shall include all excavation done in strata other then rock such as soil marine
clay, chuckle , sill sand gravel, soft murrum stiff clay, kankar, hard murrum and other
similar materials, all kinds of disintegrated rock or shale insulated with boulder larger
than one cubic feet sand or and less than one cubic yard, which do not need blasting
and can be removed with pick bar, Shovel, Chisel etc, with same difficulty.
5.2 EXCAVATION IN SOFT ROCK :-
This shall include all excavation done in strata which is lock but does not need blasting
and can he removed with pick bar and the shovel. But which does not come under the
category of strata covered under. 5.1 above
5.3 EXCAVATION IN HARD ROCK :-
This shall include all excavation done occurring in masses which can be removed by
blasting This shall also include rock require to be removed by chiseling where blasting
is not permitted. More fact that blasting has been restored will not qualify for
excavation in hard rock
5.4 THE DECISION ::
The decision of the Engineer –in charge for classification of the strata in case of
dispute shall be final and binding to the contractor
5.5 UTILIZATION OF EXCAVATED STUFF :
The excavated material as found as able in other items of work shall be the property
of the Government and shall be separated by the contractor as directed be Engineer
-in – charge without any extra payment
Pay line will be as per specified in hereinafter or the actual line of the excavation,
whichever is less.
The pay line be as per the excavation for the foundation shall be carried out in line
level as per plan , design or as directed by engineer in charge..
Over cuts beyond specified pay of excavation carried out by the contractor for any
purpose or reason unless by directed by Engineer-in-charge shall be at the cost of the
contractor. Refilling this over cuts if required shall be contractor or masonry and
that shall be at that cost of the contractor
Slip in excavation shall be avoided by means of any necessary shorting and strutting
required during excavation no extra payment shall be made for any such operation
However if any slips occur on account of any reason Government shall not be
responsible for loss of lives and other damage done on account of such slips or any
other reason. The excavation affected by slips etc shall promptly restored to stability.
No claim shall be entertained for such slip and their consequences.
The excavation trenches held up due to monsoon or any other reason shall be
cleared by the contractor directed by Engineer-in-charge without any extra cost to
5.8 DISPOSAL OF EXCAVATED STUFF :
All spoil of excavation shall be removed from foundation arid deposited by the
contractor as per instruction of Engineer- in- charge. The deposited of spoil stuff shall
be carefully planned so as not to obstruct traffic lines required for traffic lines required
for transport of the construction materials or flow of the the water and shall be
dumped beyond AHFL line or lead 100 Mt. otherwise specified and sufficiently away
from the edges of excavation to lifting and pumping devices, slaking construction
materials etc. All these operation are included in corresponding item of excavation and
to extra payment shall he made for this.
5.9 LEAD AND LIFT :
Excavation material would be deposited within lead and lift as specified in the
item and in spoil or canal hank in particular section or at a space as directed by
Engineer-in- charge.
6.1 SCOPE OF WORK
The work covered by this chapter consist furnishing materials equipment and labour
for the manufacture, transport , placing finishing & curing of concrete in structure
included in these section and performing all functions necessary and ancillary there to
The item of concrete will have to be split up to several item according to the class of
concrete to be used and its location and will be measured and paid for accordingly.
The general section described here in after shall however, in relevance apply to all
concrete items.
6.2 COMPOSITION
Concrete shall compose of cement fine aggregate ( natural sand ) machine crushed
coarse aggregate ( or hand broken rock ) or natural and screened gravel , and water all
well mixed in proper proportion and brought to the power consistency. whenever so
ordered by the Engineer-in- charge, admixtures shall be added as stated in the special
conditions; The exact proportion of each such type of aggregate will be determined and
adjusted from time to time; on mechanical analysis of the aggregate.
6.3 MATERIALS :
The specification for cement, fine sand coarse aggregate and water shall be strictly
adhered to as directed as per SOR.
6.4.1 GENERAL :
Forms to confine the concrete and shape it to required line shall be used
wherever necessary. The forms shall have sufficient strength and rigidity to hold
concrete and to with stand the pressure or ramming and vibration without deflection
from the prescribed lines, the more so when the concrete vibrated . The surface of all
form in contact with concrete shall be clean, rigid water right and smooth suitable
devices shall be used to accurate alignment. Forms shall be so constructed as to be
removed in section without moving or damaging surface of concrete. boils & rods shall
preferably be used for internal ties and they shall be so cut as to remain ( 25 mm )
behind the surface. Unless or forms to round of or level immediately before depositing
the concrete. The design of centering and form work shall be got approved before
erection by the Engineer-in- charge.
(a) At any stage , any grooves, set back etc. if ordered to be provided by Engineer –in-
charge shall be provided as per the instruction with no extra cost Any angle B.S.J. MS.
Bars or any steel piece required to be kept projecting out of the concrete surface or any
structural member like pipe: nuts, rods etc. required to be kept inside concrete. The
same shall be placed in position in concrete, in line and level as per instruction of
Engineer-in-charge and centering done accordingly with no extra cost of the labour and
the materials for centering,
(b) Subsequent connecting work of block left out earlier for any reasons shall be done to
required line and level. such concreting shall have to be done having the progress of
the work as per instruction of the Engineer-in charge.
6.4.2 RE – USE OF FORMES ETC :
Forms to be sued more than once shall be maintained in serviceable condition and
shall be thoroughly cleaned and smoothened before being re-used. Where metal sheets
arc used for lining forms, the steel shall be placed and maintained on form with the
minimum amount of wrinkles, humps or other imperfections. The use of steel metal to
correct imperfection in surface that will be permanently exposed to view shall not be
permitted. All forms shall be checked for shape.
6.4.3 ERECTION AND REMOVAL OF FORMS :
Before placing concrete surface all the form shall be oiled with suitable non-staining of
such as raw linseed oil so as to prevent slicking of concrete to facilitate the removal of
forms. In case of wood forms oil should be capable of penetrating the wood and of
remaining sufficiently oily to eliminate sticking or preventing absorption of water and
consequent warping.
The oil shall be covering the form fully & evenly without excess over drip. Care shall be
taken to prevent oil from getting on surface of construction joints and reinforcement
bars. Special care shall be taken for narrow grooves. So as to prevent swelling of the
form and consequent damage to concrete prior to or during the removal of forms.
Immediately before concrete is placed precaution shall be taken to see that all forms are in
proper alignment and this angles and are thoroughly secure and tight.
Where forms for continuous surface are placed in successive unit the forms shall fit
lightly over completed surface, so as to prevent leakage of mortar from concrete and to
maintain accurate alignment of the surface.
MACHINE MIXING:
The concrete shall be composed of water, cement fine aggregate and course
aggregates Each material being approved by the Engineer-in- charge prior of the mixing.
The proportion of cement, sand and aggregate mixed for concrete shall be as per grade
of the concrete (i.e. 1:4:8, 1:3:6, 1:2:4 etc) by weight or by volume of one (1) bag
cement will be considered as 0.034 cum. The wooden measuring boxes should be field
in loose with the materials.
The ingredient of concrete shall he properly mixed in mixers designed, so as to
positively ensured uniform, distribution of all the component material throughout the
mass at the end of the mixing period. The mixing of each batch shall continue for about
one and half to two minutes , or as founds best practice, after all materials expect, the
full amount of water are in the mixer. The minimum mixing period specified above
assumed proper control of the speed of the rotation of mixer and of the introduction of
the materials including water. The mixing time shall be increased when charging
operation sails to produce the required uniformity of composition and consistency
within the batch and from batch inclusive mixing requiring additional water to preserve
the required concrete consistency shall be avoided. If in the mixing , the changing
operations are such that the required uniformity of the concrete is obtained in shorter
mixing time than that of the minimum specified be without disturbing the specified
needed workability, the mixing time may be shortened without disturbing the specified
needed workability ,the mixing time may be shortened under orders of the Engineer-in-
charge. The first batch of concrete materials placed in the mixer in each working
period shall contain sufficient excess of cement, sand and water at the rate of 10% to
coat the inside the drum in order that the required mortar cement of the mix is not
reduced. No. extra claim for this shall be considered by the department.
The allowing general principles shall be followed in preparation of mixing
(a) The ingredients shall be fed into the mixer simultaneously
(b) A portion of water ( between 5 to lot ) shall proceed and an equal quantity shall follow on
introduction of other materials the remaining water shall be added uniformly and simultaneously
with the other materials.
(c) Care shall be taken that mixing of concrete in the mixer shall be uniform.
(d) The mixer shall not be loaded in excess of its rated capacity.
(e) The minimum mixing speed shall not be less than 4 RPM and peripheral speed of the drum
shall be not more than 225 ft./ minutes.
(f) The Executive Engineer shall permit the hand mixing and in that case, the extra 10 % cement
shall he added for which no extra payments shall he made.
6.6 PLACING OF CONCRETE
The contractor shall keep Engineer -in-charge informed as to when the placing of
concrete will be performed .Unless instruction is waived in specified case as directed in
writing from Engineer – in- charge. Placing of concrete shall be performed only in the
presence of the authorized representative of the Engineer-in charge .
Concrete shall be placed only in locations where authorized and no concrete or mortar
shall be placed until the form works preparation of surface & necessary clean up been
done & approved. The rock surface, rigid masonry or concrete surface upon or against
which concrete is to be placed shall be the concrete surface with reference to relevant
specification starting masonry over old masonry. Before starting the placing of concrete it
should be made certain that the transportation and placing equipment are cleaned arid in
proper repair and equipment along with operation staff is arranged to deliver the concrete
to the final position without any delay or the objectionable segregation. If the concrete is to
be placed at night adequate lighting arrangement as may be directed by the Engineer in
charge shall be made. The method and equipment used for transporting and placing the
concrete of the required consistency in to the work without the objectionable, porosity or
the excessive loss of the workability. All the concrete shall be placed directly in its final
position within 30 minutes after being mixed. Any concrete which has become so stiff that
proper placing cannot be assured without re-tempering shall be wasted. Excessive
segregation from what so ever cause shall be minimized in handling and operation by
avoiding or controlling the lateral movement of concrete as in dumping art angle
depositing continuously at one point and allowing the concrete to how. Concrete shall be
dropped from height exceeding 2 mt. and free fall should be kept minimum. All surface of
form metal work that have become in crushed with dried mortar or grout from concrete
previously placed shall be cleaned of all such mortar or grout before surrounding or
adjacent concrete is placed.
The bottom of the foundation and super- structure shall be trimmed and leveled
before concrete is placed. All loose and soft materials shall removed. The foundation
bed shall be thoroughly cleaned and then the concrete shall be placed in position.
Continuous, Horizontal layers of maximum thickness of 20 cms. each shall be placed
and shall be compacted by wooden or iron rammers or vibrators.
Properly mixed concrete shall be placed in position within 30 minutes after the water is
added to the mixer. The concrete shall be laid gently, so as not permit any segregation of
aggregate. It shall than be compacted with tight wooden template or vibrator till the
slurry is formed at surface and compacted thoroughly, so that no voids or cavity left and
dense concrete is obtained. Over vibration shall be avoided. Concrete shall be
protected from direct heat of sum, it shall be covered after few hours of initial of
selling of cement , with gunny bags or socking and shall be cured by watering for period
When concrete is to be resumed after lapse of time the surface of which further
concrete is to be done shall be roughened and scrubbed with brush to remove
laitance and shall be swept clean thoroughly.
If the area to be concreted is to be dewatered before laying concrete the contractor shall
make arrangement for pumping out or bailing out stagnant or lowing water from
foundation, so as to allow concrete operations to be done in dry conditions without
any trouble in almost all the stages till concrete has finally set in position and
nothing shall be paid for this dewatering and pumping or bailing out water.
The concrete shall be thoroughly compacted by means of wooden or iron rammer
during placing till it causes ht e mortar to cream up and compacted thoroughly so that
no voids or cavities are in the concrete it is thoroughly dense concrete.
After removal of formwork in due time , the concrete surface shall be made free from honey
combing, air holes or any other defects shall be finished in line and level with cement.
The Work after its initial set shall be protected from excessive heat of sum or
rain etc. by covering wet gunny bags or by shallow pools of water as directed by the
Engineer - in – charge.
Flooding with water by making mud walls 7.50 cm. high shall cure if or covering
with wet sand or earth and kept damp continuously for 14 day.
In case the contractor fails to make satisfactory arrangements for curing on any day
within curing period, department at the risk and cost of the contractor shall he the
same and this amount shall he recovered from the contractor from his next hill.
6.8 TESTS FOR CEMENT CONCRETE
(a) The compression test of concrete shall be on 6” (15 cm. ) cubes whenever applicable
concrete for test cube shall be taken immediately, it has been deposited on the
work. Whenever this is not possible, samples shall be taken as the concrete is being
placed, to obtain the representative sample. A sufficient number of samples each
enough to make one test cube made from them will be representative of the concrete
placed in that position of that structures selected for test. test cube shall be done as per
(b) After proper curing or prescribed period this shall be tested as per I.S.I and should
give compressive strength of not less than.
a. 70 kg./ sq. cm. for 7 day and 100 kg/sq.cm for 28 days for a nominal mix of
b. 100 kg / sq. cm. for 7 days and 150 kg. / sq. cm. for 28 days for a nominal mix of
C. 140 kg / sq. cm for 7 day and 200 kg/sq cm for 28 days for a nominal mix of
(C) The exact proportion in which the different ingredients are toe used for
different pans of the work, shall be determined by the engineer from time to
time during the progress of the work and as analyzed and the test are made of
samples of aggregate and resulting concrete. No extra payment or deduction shall
be made in the unit rate for variation in gradation and proportion of coarse
and fine aggregate for maintaining gradations as suggested by the Engineer for
achieving required strength of concrete.
(d) Slight variation in the nominal mix shall be made, it make the concrete more
dense in order to make the concrete impervious.
(e) At least 80 % of the cubes tested shall give the minimum specified strength.
No cubes shall however, give a strength less than 80 % of the cubes tested
shall give the minimum specified strength, if the test shows that the concrete
blocks result below the specified the specified, strength, such bad quality of
concrete shall be removed and redone by contractor al his own cost.
ITEM WISE TECHNICALSPECIFICATION
Name of Work : F.P.Scheme At Village Dampat Tabe Lilava
Nr.Sukhdev Temple Ta.Kathlal (Survey No.1488)
Item No 1 : Excavation for foundation in all sorts of soil,including yellow sandy gravelly soils ,soft & hard
murrum etc in dry condition including depositing the excavated stuff, in uniform layers in banks or as and
where directed etc comp for lead upto 500 m. and all lifts(By machinery) Excluding dewatering
1.1 The item includes Excavation for foundation of protection wall in the work site. The excavation of
trenches for foundation should be to the exact width of foundation concrete and depth as shown in the
drawing or as may be directed by the Engineer in charge. The sides of trenches should be vertical If the soil is not
good timbering shall be done. The bottom of foundation trenches should be perfectly leveled in all direction or
properly stepped as directed by Engineer in charge. The excavation should be to the required depth & excess
digging if done (through mistake) shall be filled in with concrete of the same proportion as that of work for which
no extra payment shall be made. Excavated earth should be kept beyond 1m from the edge of the trenches after
construction of foundation the remaining portions of the trenches shall be filled up with collected good earth in
rammed and watered. The earth for filling shall be free from rubbish and refusedmatter. All clods shall be broken
before filling. The work shall be carried out in workman like manner and in accordance with relevant IS
specifications.
1.2 The rate includes excavation in all sorts of soil except in rock. The item alsoincludes necessary strutting if
required and dewatering up to the required period of concrete / Masonry construction etc. The rate also include
cutting of old masonrywork or old foundation concrete coming in the way of excavation All goodmaterials
obtained from excavation shall be stacked where directed. The excavatedstuff of selected type shall be used for
refilling in the remaining gap after the masonry work in foundation is over. No black cotton soil shall be allowed
in the work any where. All theexcavated stuff or the balance left after reuse if any shall be removed by
thecontractor from the site of work to a place where it is not objectionable to anybodyAll this shall have to be
done with the lead and lift as specified and as directed bythe Executive Engineer or his agent for which no extra
payment shall be made.
1.3 Any treasure or valuables found during the excavation shall be Government's property.
1.4 The measurement's shall be paid in metric units on the cubical contents of the excavation done i.e. on
per cubic meter basis.
1.5 MEASUREMENT AND PAYMENT
The Payment shall be paid on cubic meter basis of work done and accepted by engineer in charge.and
corresponding to the measurement payment will be made for it. The measurements to be paid shall restricted to
the dimensions shown in the drawing. No extra payment shall be entertained for after exceeds digging
orexcavation in width dug to facilitate working.
Item No 2 : Providing & laying in position "NOM MIX" cement concrete using cement, sand and crushed
aggregates by mass and machine mix for C.C./R.C.C.work incl. necessary formworks,centering, scaffolding,
compaction by vibrator,curing as directed with all lead & lift etc. comp.Without dewatering and excluding cost
of steel reinforcement.(A) for Founadation concrete/ General purpose (a) C.C.Nominal Mix,M-15 and MSA-40
2.1 C. C. 1:2:4 Nominal mix, and MSA-40 mm
General: The proportion of concrete shall be 1 part of cement, 2 parts of sand and 4 parts of crushed
metal. The item includes providing and laying cement concrete in in protection wall.
2.1.1 Water shall confirm to Para 1and of general technical Specification
2.1.2 Cement shall confirm to Para 2 of general technical specification
2.1.3 Sand shall confirm to Para 3 of general technical specification
2.1.4 Coarse aggregate shall confirm to Para 5 of general technical specification. Maximum size of
aggregate shall be 40 mm in foundation concrete and in portion of wall where width of wall is more than
approx 0.75 mt. In portion of wall where width of wall is less than approx 0.75 mt maximum size of
aggregate shall be 20 mm. No distinction shall be made in the payment for size of aggregate. Payment
shall be made as per tender rates.
2.1.5 Concreting shall be done as per procedure specified in Para 6of general technical specification
2.1.6 MEASUREMENT AND PAYMENT
The Payment shall be paid on cubic meter basis of work done and accepted by engineer in charge.
Item No 3 Providing and laying in position 90 mm dia P.V.C. Pipe for weep holes in abutments, wing walls,
retaining walls etc. complete.
The P.V.C. pipe shall be 6kgf/cm2 strength and shall have smooth internal surface. The pipe shall have constant
water carrying capacity and shall not be affected by electrolytic erosion.
The requirement for PVC. pipe shall in accordance with I.S.4985-1988
The item provides for supplying, laying and joining of P.V.C.90 mm dia pipe conforming to I.S.4985-1988 or its
latest revision and same shall be got approved by the Engineer- in-charge. The 90 mm dia P.V,C. pipe shall be laid
in alignment with line, level and grade as per drawing or as directed by the Engineer- in-charge.
The PVC pipe of 90 mm dia, shall be placed in the masonry/concrete wall for draining out the water
from the portion of wall. The pipe shall extend throughout width of the concrete with slope of about 1 vertical to
20 horizontal towards the draining face. The pipe shall be placed in rows as shown in drawings or as directed by
the Engineer- in-charge. The pipes shall be laid in slopes as per drawings for draining out water outside. The
inner end of weep hole pipes shall be in touch with earth fill. The pipes shall be placed during the work of laying
masonry/concreting. No pipe shall be laid by cutting the masonry/concrete work.
The measurement shall be taken on running meter basis of the complete length of pipe. and payment
shall be made on running meter basis of pipe. The rate shall be inclusive of providing and embedding pipe
including cost of labours etc. complete.
Item No.4 :- Providing and Placing in position reinforcement bars including cutting ,banding,welding
joints where necessary, hooking etc. complete as per drawing for all lead and lifts.TMT/CRS(FE-500 D)
4.1 Materials.:- The TMT/CRS bars of the required sizes shall be supplied by the contractor at least one month in
advance of placing on order by him the contractor shall submit for 300mm long samples of reinforcing which
the intends ordering in case the steel is to be supplied by the contractor. The Engineer may carry out any test he
may require to satisfy that the steel to be brought complies with the test specification is IS 1521 and IS
/1960 or its latest version
4.2 Execution: - The contractor shall cart the same to the site of work including loading, unloading, etc.
complete and no payment shall be made to the contractor for the operation. The bars shall be measured in
length and weight of steel supplied shall be arrived at from the standard table in which the weight of TMT/CRS
for running meter for the specified size is given.
4.2.1 Before cutting the bars the total requirement of various sizes will be taken into account so as to
minimize the wastage of bars.
4.2.2 CLEANING: All metal for reinforcement shall be free from loose mill scale loose rust, oil and grease or other
harmful material. Immediately before placing the concrete the contractor shall ensure that all reinforcement
bars are thoroughly wire brushed and cleaned.
4.2.3 The bars shall be cut of required sizes in accordance with the approved design and drawing correct to
the dimensions and sizes, described as directed by the Engineer in charge. Bending shall be carried out in
accordance with procedure specified of I.S.2502 /1963 code of practice for bending and fixing.
4.2.4 The bars shall then be placed In position as shown in the detailed drawing the same shall then tied
together with block steel annealed wire of 16 S.W.G (1.626) or equivalent I.S. gauge.
4.2.5 The laying shall be firm with the ends of the wire built in to the main bodyof concrete. Bars shall be tied
at all inter sections except where the spacing in less than one feet. (0.30m) In each direction then alternate inter
section shall be tied. All lapped joints shall overlap for a length as worked out by the following formula.
Bars In Tension:-
Over lap =Bend length =bar dia x Tensile stress in bar
4x Permissible avg. bend stress.
Minimum overlap =30 x diameter of bar.
Bars in compression.
Overlap =Bend Length =Bar Diameter x Compressive stress in bar
5 x Permissible average bend stress.
Minimum overlap = 24 x diameter of bar
4.2.6 All lapped joints shall be staggered suitably and shall be got approved from the Engineer in Charge. All
meshed reinforcement shall be of such dimensions as will enable the coarse aggregate in the concrete to pass
easily through the meshed of reinforcement.
4.2.7 The spacing of shear reinforcement in beam shall be in accordance with the detailed drawings and as
4.2.8 A hook at the end of bar shall have on inner diameter or at least 4 times the diameter of the bar and
length of shall be 4 times the diameter of the bar. The fixing shall be rigid enough so that the bars remain
correctly spaced during fine operating of laying, ramming vibrating, etc. complete
4.2.9 Cover over reinforcing bars shall be as indicated and the distance from the forms shall be maintained
with the aid of pre cast mortar blocks of approved shape and dimensions. The reinforcement in slabs shall be
maintained in position by means of chairs made out of mild steel, and diameter and quantity being sufficient to
ensure security of the reinforcement to remain in shape and position
4.2.10 The use of pebbles, pieces of broken stone or brick wooden blocks etc.is not permitted mild steel which is
in contact with exterior surface of concrete shall not be permitted unless they are galvanized.
4.2.11 Before concreting any detrimental rust, loose rust, loose scale or dirt on the surface or reinforcement,
which may have occurred during the process of laying and placing, may be cleaned by suitable methods. During
concrete placing, Engineer in Charge shall be in attendance to inspect fixed reinforcing bars and maintain bars in
correct position at each locations.
4.2.12 Welding of reinforcing bars is not permitted unless indicated or approved by the Engineer in writing in
each case. Where permitted in writing. reinforcement which is specified to be welded shall be welded by any
process after which the contractor can demonstrate by bend and tensile tests that the strength of the
parent metal is not reduced and that the weld possesses a strength not less than that of parent metal. welding
shall be carried out only by qualified welders with experience of similar works. The standard for welding will be
required by I.S. 17
4.2.13 Additional reinforcing bars shall be provided at slopes and of, as indicated or required where additional
bars are not shown for suchlocations.Engineers instruction shall be obtained and additional bars provided as
directed In case sizes of bar other than specified are permitted to be used the cross sectional area of steel shall
have an are not less than designed area provided further that bend stress is not exceeded.
4.2.14 The contractor shall maintain a book showing the details of TMT/CRSreinforcement to be placed in
concrete and the entries there in shall be got signed by the Engineer in Charge or the departmental
representative before laying the concrete. Concrete shall be done only after the engineer in Charge or his
authorized agent has checked the reinforcement placed in positing and has permitted him to do so.
4.3 MODE OF MEASUREMENT AND PAYMENT.:
4.3.1 Payment for this item and its sub item shall be on the basis of computed weight in Kgs. (Kilograms) of
TMT/CRS after measuring the length including specified lay length and hooks. and than at last it will be
converted to MT. The rate is inclusive of all operations as stated above and the entire work shall be carried out
as per detailed approved drawings or as per the instructions of the Engineer in charge.
4.3.2 The item is inclusive of dewatering work. All the dewatering work required for completion of work shall be
done by the contractor which shall not be paid separately.
4.3.3 No payment shall be made for extra members or length not included in the design and which in the
cannon of the Engineer in charge are essential for the purpose of the item of the work, through provided by the
contractor as supports or other reasons and allowed to be emended in the concrete bythe engineer in charge.
The weight of soft iron wire used for tying the bars shall not be taken into account for payment purpose.
signature of Contractor Deputy Executive Engineer Executive Engineer
M.I. (P) Sub Division 2 Irrigation Division
Dakor District Panchayat NADIAD
DescriptionoftheWorks:
1. We offer to execute the Works described above and remedy any defects therein in
conformitywiththeconditionsofContract,specification,drawings,BillofQuantities and
Addenda for the sum (s) of
2. We undertake, if our Bid is accepted, to commence the Works as soon as is
reasonably possible after the receipt of the Engineer’s notice to commence, and to
complete the whole of the Works in the Contact within the time stated in the
3. We agree to abide by this Bid for the period of 120 Days from the date fixed for
receiving the same, and it shall remain binding upon it and may be accepted at any
time before the expiration of that period.
4. Unless and until a formal Agreement is prepared and executed this Bid, together
with your written acceptance thereof, shall constitute a binding contract between us.
5. We understand that you are not bound to accept the lowest or any tender you may
-------dulyauthorizedtosignbidsforandonbehalfof-----------------------------------
(inblockcapitalsor typed)
BILLOFQUANTITIES
Attached Separately
NAME OF WORK : F.P.Scheme At Village Dampat Tabe Lilava Nr.Sukhdev
Temple Ta.Kathlal (Survey No.1488) Dist.Kheda
QTY. UNIT ITEM RATE In Words PER AMOUNT
182.00 Cmt Item No.1Excavation for 102.40 Rs. One Hundred CMT
foundation in all sorts of soil Two & Forty
including yellow sandy gravelly Paise Only
soils ,soft & hard murrum etc. in
dry condition including
depositing the excavated stuff in
uniform layers in banks or as
and where directed etc.
complete for lead upto 500 m
and all lift.(BY MACHINERY)
Excluding Dewatering
278.00 Cmt Item No.2Providing & laying in 3754.00 Rs. Three CMT
position "NOM MIX" cement Thousand Seven
concrete using cement, sand Hundred Fifty
and crushed aggregates by Four Only
mass and machine mix for
C.C./R.C.C.work incl. necessary
formworks, centering,
scaffolding, compaction by
vibrator, curing as directed with
all lead & lift etc. comp. Without
dewatering and excluding cost
of steel reinforcement.(A) for
Founadation concrete/ General
purpose (a) C.C.Nominal Mix,M-
15 and MSA-40 mm
13.00 RMT Item No.5Providing and laying 172.20 Rs. One Hundred RMT
in position 90 mm dia P.V.C. Seventy Two &
Pipe for weep holes in Twenty Paise
abutments, wing walls, retaining Only
walls etc. complete.
0.61 MT Item No.4Providing & Placing in 82019.00 Rs. Eighty Two MT
position reinforcement bars Thousand Ninteen
including cutting, bending, Only
welding joints where necessary,
hooking etc. complete as per
drawing for all lead and lifts. (A)
TMT / CRS (FE 500 D).
Rs. Eleven Lac Fourteen Thousand Five Hundred Eighteen & NinetyNine Paise Only
Deputy Executive Engineer
M I (P) Sub Div. No.
I/We am/are willing to carry out the work at_________% above/below percent
(should be written in figures & words of the estimated rates mentioned above.rates mentioned
Amont of my/ our tender works out as under Amount of my/our tender wo Estimated
amount put to tender _________________ Estimated amount put to tender
Deduct_________% belowRs.______ Add______% AboveRs.
Inwards Inwards
(Please Strike out whichever is not applicable)
Executive Engineer
Sign. of contractor Irri.Division,K.D.P.,Nadiad
BILLOFQUANTITIES
1. The bill of Quantities shall be read in conjunction with the Instructions to
Bidder,ConditionsofContract,TechnicalSpecificationsandDrawings.
2. The quantities given in the Bill of Quantities are estimated and provisional,
andare given to provide a common basis for bidding. The basis of payment
will be theactual quantities of work ordered and carried out, as measured by
the Contractorand verified by the Engineer and valued at the rates and prices
tendered in thepriced Bill of Quantities, where applicable, and otherwise at
such rates and pricesasthe Engineermayfixwithin the termsofthe Contract.
3. TheratesandpricestenderedinthepricedBillofQuantitiesshall,exceptinsofarasit
isotherwiseprovidedundertheContract,includeallconstructionalplant,layout,s
upervision,materials,erection,maintenance,insurance,profit,taxes and duties,
together with all general risks, liabilities and obligations set outorimpliedin
4. TheratesandpricesshallbequotedentirelyinIndianCurrency.
5. A rate or prices shall be entered against each item in the Bill Quantities,
whetherquantities are stated or not. The cost of Items against which
Contractor has failedto enter a rate or price shall be deemed to be covered by
other rates and pricesenteredin theBillofQuantities(in case ofItemrate
6. The whole cost of complying with the provisions of the Contract shall be
includedin the items provided in the priced Bill of Quantities, and where no
Items areprovided the cost shall be deemed to be distributed among the rates
and pricesenteredforthe relateditems ofWork.
7. Generaldirectionand descriptionsofwork and materialsarenot
necessarilyrepeatedorsummarizedintheBillofQuantities.Referencestotherelev
antsections of the contract documentation shall be made before entering
rates orpricesagainst eachiteminthe BillofQuantities.
8. Themethodofcompletedworkofpaymentshallbeinaccordancewiththespecificat
ion for this work. For building works specifications forbuildingare tobe
9. ErrorswillbecorrectedbytheEmployerforanyarithmeticerrorspursuantto
Clause29oftheInstructionstoBidder.
10. Rock is defined as all materials which, in the opinion of the Engineer,
requiredblasting,ortheuseofmetalwedgesandsledgehammers,ortheuseofcomp
ressed air drilling for its removal, and which cannot be extracted by
rippingwithatractorofatleast150kw withasinglerearmountedheavy duty
SECURITIESANDOTHER FORMS
BIDSECURITY(BANK GUARANTEE)
WHEREAS, ---------------------------------------- (name of Bidder) (hereinafter called the
“The Bidder”) has submitted his bid Dated ------------------------ (Date) for the
construction of -------------(Name ofContractor hereinafter called “the Bid”)
KNOWALLPEOPLEbytherepresentsthatWe-------------------------------------------------
(nameofBank)of ------------------------------------------------- (nameofcountry)havingour
registered office at-------------------------------------------------------(hereinaftercalled
“thebank”)areboundunto--------------------------------------------(nameofEmployer)
(hereinaftercalled“TheEmployer”)inthesumof ------------------------------------------------ *
Forwhichpayment well andtrulyto be made tothe saidEmployertheBankitself, his
successors and assigns by these presents.
SEALEDwiththeCommonSealofthesaidBankthis---------------------- dayof --------------20
THECONDITIONSoftheseobligationsare:
(1) IfafterBidopeningtheBidderwithdraws his bidduringthe periodofBidvalidity
specified in the Form of Bid;
(2) IftheBidderhasbeennotifiedoftheacceptanceofhisbidbytheEmployer during the
period of Bid Validity:
A. FailsorrefusestoexecutetheFormofAgreementinaccordancewiththe
Instructions to Bidders, if required; or
B. FailsorrefusetofurnishthePerformanceSecurity,inaccordancewiththe Instructions
C. DoesnotacceptthecorrectionoftheBidPricepursuanttoClause27 (Correction of
We undertake to pay to the Employer up to the above amount upon
receipt of his first written demand, without the employer having to substantiate
his demand, provided that in his demand the Employer will note that theamount
claimed by him is due to him owing to the occurrence of one or any of the three
conditions, specifying the occurred conditions or conditions.
ThisGuaranteewillremaininforce uptoandincludingthedate -------------------------- **
days afterthe deadlineforsubmission ofBids as suchthe deadline isstated in the
Instructions to Biddersoras it maybe extendedbythe Employer, notice ofwhich
extension (s) to the Bank is hereby waived. Any demand in respect of this
guarantee should reach the Bank not later than the above date
(Signature,nameandaddress)
* The Bidder should insert the amount of the guarantee in words and figures
denominated in Indian Rupees. This figure should be the same as shown in
Clause 16.1(Bid Security) of the Instructions to Bidders.
**45 days after the end of the validity period of the Bid. Date should be
inserted by the Employer before the Bidding documents are issued.
PERFORMANCESECURITY
contractor) (hereafter called “the Contractor”) has undertaken, in pursuance of
--------- (name of Contract and brief description of Works) (hereinafter called “The
AND WHEREAS it has been stipulated by you in the said Contract that the
ContractorshallfurnishyouwithaBankGuaranteebyarecognizedbankforthesum
specified therein as security for compliance with his obligation in accordance with
ANDWHEREASwehaveagreedtogivetheContractorssuchabankGuarantee:
NOW THEREFORE we hereby affirm that we are the Guarantor and responsible to
youonbehalfoftheContractor,up toatotalof------------------------------------------
(amountofguarantee)* ------------------------------ (inwords),suchsumbeingpayablein
types and proportions of currencies in which the Contract prices is payable, and we
undertake to pay you, upon your first written demand and without cavil or
argument, any sum or sums within the limits of----------------------------------------
(amount of guarantee) as aforesaid without your needing to prove or to show
grounds or reasons for your demand for the sum specified therein.
Weherebywaivethenecessityofyourdemandingthesaiddebtfromthecontractor
before presenting is with the demand.
We further agree that no change or addition to or other modification of the terms of
the Contract to of the Works to be performed thereunder or of any of the Contract
documents which may be made between your and the Contractor shall in any way
release us from any liability under this guarantee, and we hereby waive notice of any
such charge, addition or modifications.
This guarantee shall be valid until 60 days from the date of expiring of the
Defect Liabilities period.
SignatureandSealoftheguarantor----------------------------- Name
*An amountshallbeinsertedbytheGuarantor,representingthepercentagethe Contract
price specified in the Contract denominated in Indian Rupees.
ADDITIONALPERFORMANCESECURITY
[Clause34.1.(A)]
contractor) (hereafter called “The Contractor”) has undertaken, inpursuance of
--------- (Name of Contract and brief description of Works) (hereinafter called “The
AND WHEREAS it has been stipulated by you in the said Contract that the
Contractorshall furnishyouwithaBankGuaranteebyarecognizedbankforthesum
specified therein as security for compliance with his obligation in accordance with
ANDWHEREASwehaveagreedtogivetheContractorssuchabankGuarantee:
NOW THEREFORE we hereby affirm that we are the Guarantor and responsible to
youonbehalfoftheContractor,uptoatotalof------------------------------------------
(amountofguarantee)------------------------------- (inwords),suchsumbeingpayablein
types and proportions of currencies in which the Contract prices is payable, and we
undertake to pay you, upon your first written demand and without cavil orargument,
any sum or sums within the limits of---------------------------------------- (amount of
guarantee) as aforesaid without your needing to prove or to show grounds or
reasons for your demand for the sum specified therein.
We herebywaivethenecessityofyourdemandingthesaiddebtfromthecontractor
before presenting is with the demand
We further agree that no change or addition to or other modification of the terms of
the Contract to of the Works to be performed thereunder or of any of the Contract
documents which may be made between your and the Contractor shall in any way
release us from any liability under this guarantee, and we hereby waive notice of any
such charge, addition or modifications.
Thisguaranteeshallbevaliduntil28daysfromtheprojectcompleteondate.
SignatureandSealoftheguarantor----------------------------- Name
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