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Tender Value
₹8.0 L
EMD Value
₹7,955
Closing Date
27 Aug 2026, 6:00 pm2d left
Chief Officer Mandvi Nagarpalika, Mandvi
Bid Documents for Construction of Stone Pitching on Either Sides of Canal, At.Mandvi Nagarpalika under SJMMSVY (Year 2025-26), Dist:- Kutch. (3rd Attempt)
336398
2026-27
Open
Civil - All
Works
Kutch
2 documents required · 2 mandatory
₹900
chief officer mandvi nagarpalika
₹7,955
20 Aug 2026
20 Aug 2026
20 Aug 2026
27 Aug 2026
20 Aug 2026
Name of Work:- Bid Documents for Construction of Stone
Pitching on Either Sides of Canal, At.Mandvi
Nagarpalika under SJMMSVY (Year 2025-26),
MANDVI NAGARPALIKA
Web Site: https://tender.nprocure.com
MANDVI NAGARPALIKA
Name of Work: Bid Documents for Construction of Stone Pitching on
Either Sides of Canal, At.Mandvi Nagarpalika under SJMMSVY (Year
2025-26), Dist:- Kutch. (2nd Attempt)
NOTICE INVITING ON - LINE TENDER
Details of Tender:
Estimated Tender Value (Rs.) Rs.7,95,549.00
EMD (1% of Tender Amount In Rs.) Rs.7,955.00
Tender fee In Rs. Rs.900.00 (Non-refundable)
Class of Agency Class ‘E-2 and above
Time Limit of Work 06 (Six) Month
Validity of tender 120 Days from Date of opening of the price bid.
Schedule for - tendering is fixed as under:
Last Date & Time of Online bid AS PER ONLINE NIT
submission and Downloading of
Submission of Security Deposit, Submission of pre-qualification documents through
Tender Fee with supporting online by scanning and also contractor should have
documents been submitted tender fee, E.M.D and relevant
documents through by speed post / R.P.A.D only in
sealed cover with Tender ID & Name of work mention
on cover & document reach Mandvi Nagarpalika on
or before AS PER ONLINE NIT
Date of Opening of Technical Bid On Date :AS PER ONLINE NIT
Date of Opening of Price Bid On Date :AS PER ONLINE NIT
MANDVI NAGARPALIKA
Sr No Section Description Page No
Invitation for Bid (IFB)
1 Section -1 Instructions to Bidders
2 Section -2 Qualification Information
3 Section -3 Conditions of Contract
4 Section -4 Contract Data
5 Section -5 Technical Specification
6 Section -6 Form of Bid
7 Section -7 Bill of Quantities
8 Section -8 Securities and Other Forms
9 Section -9 Drawings
10 Section -10 Documents to be furnished by Bidder
/ Qualification criteria
11 Section -11 Special Condition
12 Section -12 Site Visit Certificate
INVITATION FOR BID
NATIONAL COMPETITIVE BIDDING
1. The Chief Officer, Mandvi Nagarpalika, Mandvi invites bids for the construction of works
detailed in the table.
The bidders may submit bids for any or all of the following works.
Package Name of work Approximate Bid security Cost of Period of Class of
No. value of works (Rs.) document completion Registration
Bid Documents for
Construction of Stone
Pitching on Either Sides of
1 of 06 (Six) Class ‘E-2
Canal, At.Mandvi 7,95,549.00 7,955.00
2025 Month and Above
Nagarpalika under
SJMMSVY (Year 2025-26),
Dist:- Kutch (2nd Attempt)
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, Bidder who is submitting the Bid Online will have to pay the Bid Document Fee/
Tender Fee through Demand Draft only of any Schedule Bank payable at Mandvi
and in favour of ‘Chief Officer, Mandvi Nagarpalika’. Once the Bid is received online, Bid
Document / Tender Fee will not be refundable. As Per GoG R&B Department’s Circular
No. PARACH/102/000/IB/221/ (59)/C Dated.24/01/2007.
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 Bid
Security / EMD has been received. Accordingly, the offer of only those shall be 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 ‘Chief Officer, Mandvi
Nagarpalika’ within 7 Days from the last day of bid submission.
Penetrative action for not submitting Demand Draft / FDR / Bank Guarantee in original to
Chief Officer / Tender Inviting Authority by bidder shall be initiated. WRD GR No. PRC-
102014-1-MICell-K.1 Dated:
4. Bids received online, will be 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. A pre bid meeting will be held on Dt.00/00/2024 at 12.00 hrs. at the office of Chief
Officer, Mandvi Nagarpalika to clarify the issues and to answer questions on any matter
that may be raised at that stage as stated in clause 9.2 of ‘instructions to Bidders’
of the bidding documents.
6. Bid Security (EMD) is equal to 1% of Estimated Amount put to bid / tender and should be
rounded off to the next thousand rupees.
7. Other Information is as under:
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. Offers in physical form will not be accepted in any case.
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. Conditional tender shall not be accepted.
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. It is mandatory for the bidders to supply each and every information as asked strictly
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,
it shall not be deemed to be a ground / reason for not giving required information for
this work / bid.
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. If found necessary, the contractor will be intimated for negotiation,
8 For the works costing up to Rs. 7.5 crore (WRD Works), Rs. 7.0 crore (ROAD/ BRIDGE/
BUILDING WORKS), Rs. 0.5 Crore (Electrical Works) kindly refer to GoG NWRWS & K
Department’s Circular No. Paracha/1097/1397(11)/pa.fa./ MICELL(k-1) dated 18/01/2018
and Dated 30/09/2022
For the works costing under Rs. 7.5 crore for Construction work of Water Resources
Department, Rs. 7.0 crore for Roads, Bridges and Building and Rs. 050 crore for Electrical
work 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 Chief Officer
within 7 days from last day of submission of Bid.
(i) Bid Document Fee / Tender Fee
(ii) Bid Security / EMD (Valid 180 days from the date of bid submission)
(iii) Registration Certificate of Appropriate Class.
(iv) I.T. Return Copy of Last Three Years Only.
(v) Turn Over Certificate of Last Three Year
(vii) GST Number
(viii) EPF Number
(ix) Current Year solvency certificate of an 20% of the Tender Amount of Scheduled Bank or Nationalized
Bank or Bank Approved for Government business.
(x) Experience of having successfully completed similar works.
(xi) Site Visit Certificate.
(xii) Other Documents, as required. (As per Section 10.)
Documents to be furnished by Bidder as per Qualification criteria
INSTRUCTIONS TO
Section1: Instructions to Bidders
Table of Clauses
Page No. Page No.
A. General D. Submission of Bids
1. Scope of Bid 8 19. Sealing & Marking of Bids
2. Source of Funds 8 20. Deadline for Submission of
3. Eligible Bidders 8 21. Late Bids
4. Qualification of the 8 22. Modification and
Bidder Withdrawal of Bid
5. One Bid per Bidder
6. Cost of Bidding 12 E. Bid Opening and Evaluation
7. Site Visit 12 23. Bid Opening
B. Bidding Documents 25. Clarification of Financial
8. Content of Bidding 13 26. Examination of Bids and
Documents Determination of
9. Clarification of 13 27. Correction of Errors
Bidding Documents
10. Amendment of 14 28. Deleted
Bidding Documents
29. Evaluation and Comparison
of Financial Bids
C. Preparation of Bids 30. Deleted
11. Language of Bid
12. Documents 15 F. Preparation of Bids
Comprising the Bid
13. Bid Prices 15 31. Award Criteria
14. Currencies of Bid 16 32. Employer’s Right to Accept
and Payment any Bid and to Reject any
15. Bid Validity 16 33. Notification of Award and
Signing of Agreement
16. Bid Security 16 34. Performance Security
17. Alternative 17 35. Advance Payment and
Proposals By Security
18. Format and Signing 17 36. Dispute Review Expert
37. Correct or Fraudulent
1. Scope of Bid
1.1 The Employer (Named in Appendix to ITB) invites bids for the Construction of
works (as defined in these documents and referred to as ‘the works”) detailed
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.
1.2 The successful bidder will be expected to complete the works by the intended
completion date specified in the Contract data.
1.3 Throughout these bidding documents, the terms ‘bid’ and ‘tender’ and their
derivatives (bidder/tenderer, bid/tender, bidding/tendering, etc.) are
2. Source of Funds
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. Eligible Bidders
3.1 This Invitation for Bids is open to 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
4. Qualification of the 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.
#4.5 QUALIFICATION CRITERIA:
(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 the Applicant’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 and resources sufficient to meet the aggregate of the
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 factors 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 20 -20
Applicant should indicate actual figures of costs and amount for the
works executed by them without accounting for the above-mentioned
In case the financial figures and value of completed works are in
foreign currency the 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 General Experience.
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
sub contractor, 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 agreement.
Substantially completed works means those works which are at least
% completed as on the date of submission (i.e. gross value 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
(the experience certificate should be signed by the officer not below
the rank of EE)
(c) Contractor should have completed 60% of quantity of principal items of
work like concrete, earthwork, pipeline, pumping station etc. within
last five finical years. Certificate of competent authority of work done
with detail shall be produced.
4.5.4. Personnel Capabilities.
Availability for his work of personnel with adequate experience as required; as
4.5.5 Equipment Capabilities
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
4.5.6 Financial Position
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 Litigation History
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 be
disqualified if they have:
Made misleading or false representation in the forms, statements submitted,
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. The bidder who have applied for corporate Debt Restructuring (CDR) /
facing recovery proceedings from financial institutions / facing winding up
processing / those under BIFR in the last 5 financial year shall be considered
for bid qualification. However if the bank / financial institution has accepted
the proposal of debt restructuring on or before the last date of online
submission, the same shall be considered for further evaluation. An affidavit
by bidder along with certificate from bank must be produced in such cases.
In case of Joint Venture agreement, this provision shall be applicable for both
lead partner and JV partner.
#4.6 JOINT VENTURE: (Maximum 3 Members i.e. 1 Lead &
Others) (Applicable only for estimated project cost of
Crore and above)
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
4.5.3 & 4.5.6 above. The joint venture must collectively satisfy the criteria
4.5.3 & 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 &
(b) Bid shall be signed so as to legally bind all partners, jointly and severally,
and shall be submitted with a copy of the joint venture agreement providing
the joint and several liabilities with respect to the 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
4.7. Bid Capacity.
Applicants who meet the minimum qualification criteria will be qualified
only if their available bid capacity at the expected time of bidding is more
than the total estimated cost of the works. The available bid capacity will
be calculated as under:
Assessed Available Bid Capacity=(A*N*2-B), where
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
B= Value at current price level of the existing commitments and
ongoing works to be completed during the next (period of
completion of work for which bids are invited); and
N= Number of years prescribed for completion of the works for
which the bids are invited.
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:
- Made misleading or false representation in the forms,
statements and Attachments the submitted in proof the
qualification requirements; and / or
- Record of poor performance such as abandoning the works, not
properly completing the contract, inordinate delay in completion,
litigation history, or financial failures etc.; and/ or
- Participated in the previous bidding for the same work and had
quoted unreasonably high bid prices and could not furnish rational
justification to the employer.
5 One bid per 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 Works.
The costs of visiting the site shall be at the Bidder’s own expense.
Signature of Contractor
Mandvi Nagarpalika,
A. BIDDING DOCUMENTS
8 Content of Bidding Documents
8.1 The set of bidding documents comprises the documents listed below and
addenda issued in accordance with Clause 10:
Section Particulars Volume No.
- Invitation for Bids
1 Instructions to Bidders I
2 Qualification Information, and other forms
3 Conditions of Contract
4 Contract Data
5 Technical Specifications II
6 Form of Bid III
7 Bill of Quantities
8 Securities and other forms
10 Documents to be furnished by bidder V
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, contract data, forms, terms, and technical specifications, bill of
quantities, 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. Clarification Bidding Documents
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-bid meeting
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 of the meeting will be to clarify issues and to answer questions
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.
9.2.4 Minutes of the meeting, including the question raised (Without identifying the
source of enquiry) and the responses given will be published without delay on
the tender website
i.e. www.tender.nprocure.com. Any modification of the bidding documents listed
in sub- Clause 8.1 which may become necessary as a result of the pre-bid meeting
shall be made by the Employer exclusively through the issue of an Addendum
pursuant to Clause 10 and not through the minutes of the pre-bid meeting.
9.2.5. Non-attendance at the pre-bid meeting will not be a cause for
disqualification of a bidder.
10. Amendment of Bidding Documents
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
Signature of Contractor
Mandvi Nagarpalika,
B. PREPARATION OF BIDS
11 Language of the Bid
11.1 All documents relating to the bid shall be in the English language.
12 Documents Comprising the Bid
12.1. The bid be submitted by the bidder as Volume V of the bid document (refer
Clause 8.1) shall be in two separate parts:
Part I shall be named “Technical Bid” and shall comprise
(i) Bid Security in the form specified in Section
(ii) Qualification Information and supporting documents as specified in Section
(iii) Certificates, undertakings, affidavits as specified in Section
(iv) Any other information pursuant to Clause 4.5 of these instructions
(v) Undertaking that the bid shall remain valid for the period specified
Part II shall be named “Financial Bid” and shall comprise
(i) Form of Bid as specified in Section
(ii) Priced Bill of Quantities for items specified in Section
12.2. The Bidder shall submit the details / information pertaining to each
part i.e. technical as well as financial and must be submitted online only.
12.3. Following documents will be deemed to be part of the bid.
Section Particulars Volume No.
Invitation for Bids (IFB)
1 Instruction to Bidders Volume I
3 Conditions of Contract
4 Contract Data
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
on the priced Bill of Quantities submitted by the Bidder.
13.2 The bidder shall fill in rates and prices and line item total (both in figures and
words) for all items of the Works described in the Bill of Quantities along with
total bid price
(Both in figures and words). Items for which no rate or price is entered by
the bidder will not be paid for by the Bill of Quantities.
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 Currencies of Bid and 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 Bid Validity
15.1 Bids shall remain valid for a period of not less than 120 days after the
deadline date for bid 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. A bidder may refuse the request without forfeiting his bid
security. A bidder agreeing 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. Bid Security
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 01 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 Kalpsar Department 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
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 120+45 = 165 Days
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 Security of unsuccessful 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.
16.6. The bid Security may be forfeited
(a) If the Bidder withdraws the bid after Bid opening during the period
of Bid validity.
(b) If the Bidder does not accept the correction of the Bid Price, if any or
(c) In the case of a successful Bidders, if the Bidder fails the specified time
(i) Sign the Agreement; or
(ii) Furnish the requirement Performance Security.
(d) #If found necessary, the bidder will be intimated for negotiation, He
will be intimated 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 tender will be rejected. Punitive action
will be taken on such contractors. (As per GoG R&B Dept’s Gr. No.
17. Alternative Proposals by Bidders.
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. Format and Signing of Bid
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.
Signature of Contractor
Mandvi Nagarpalika,
C. SUBMISSION OF BIDS
20. Deadline for Submission of the Bids
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 of the Employer and the bidders previously subject to the original
deadline will then be subject to the new deadline.
22. Modification and Withdrawal of Bids
22.1. Bidders may modify or withdraw their bids online before the deadline
prescribed in Clause 20 or pursuant to Clause
22.3. No bid shall be modified or withdrawn after the deadline for submission of Bid.
22.4. Withdrawal or modification of a bid between the deadline for submission of
bids and the expiration of the original period of bid validity specified in
Clause 15.1 above or as extended pursuant to Clause 15.2 may result in the
forfeiture of the Bid security pursuant to Clause
Signature of Contractor
Mandvi Nagarpalika,
D. BID OPENING AND EVALUATION
23. Bid Opening
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 declared a 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 security furnished with each bid will be announced. If the bid security
furnished does 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
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 letter.
(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
the Bid prices, the 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 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
prices, the 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.
23.8 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
23.9 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 to influence the Employer’s processing of Bids or award
decisions may result in the rejection of his Bid.
25. Clarification of Financial Bids
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.
25.2 Subject 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, bid comparison or contract award decision may result in the
rejection of the Bidders’ bid.
26. Examinations of Bids and Determination of Responsiveness
26.1 During the detail evaluation of "Technical Bid", the Employer will determine
whether 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 or the Bidder’s obligations under the
Contract; or (c) whose rectification would affect 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 the
Employer, and may not subsequently be made responsive by correction or
withdrawal of the non-conforming deviation or reservation.
29. Evaluation and Comparison of Financial Bids
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 requirements of 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 the
Engineer’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
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.
Signature of Contractor
Mandvi Nagarpalika,
E. AWARD OF CONTRACT
31. Award Criteria
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 bidder at his evaluation bid price.
32. Employer’s Right to Accept any Bid and to Reject any or all Bids
32.1. Not with standing 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. Notification of Award and Signing of Agreement
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 pay the Contractor in consideration of the execution,
completion, and maintenance of the Works by the Contractor as prescribed
by the Contract (hereinafter and in the Contract called the “Contract Price”).
33.2 The notification of award will constitute the formation of the contract, subject
only to 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. Performance Security
34.1. (A) Within 10 (Ten) days of receipt of Letter of Acceptance, the successful
Bidder shall furnish to the Employer an irrevocable and unconditional
guarantee from a 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 bids mentioned below, the successful Bidder,
along with the Performance Security, 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) If the Contract Price offered by the Selected Bidder is lower than
10% but up to 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 Bidder.
(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 valid beyond 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 amendment.
34.3. Failure of the successful Bidder to comply with the requirement of Sub-
Clause 34.1 shall constitute sufficient grounds for cancellation of the award
and forfeiture of the Bid Security.
35 Advance Payment and Security
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 the Contract Data.
37. Corrupt of Fraudulent Practices
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 stated period of time, to be awarded a contract
with National 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, or in execution.
37.2 Furthermore, Bidders shall be aware of the provision stated in Sub- Clause
59.2 of the Conditions of Contract.
APPENDIX TO ITB
1. The Name of the Employer is ….
Mandvi Nagarpalika
2. The last five years. …. Not Applicable ….
3. This Annual Financial Turnover Amount is Rs.
……… Lac …..Not Applicable….
4. Value of Work is Rs. As per Tender Notice
6. The cost of electric work is ….Not applicable…
7. The cost of water supply / sanitary works is …Not
8. Liquid assets and / or availability of credit facilities is Rs.………. [Cl.4.5.6 ]
9. Price level of the financial year 2024-25 [Cl.4.5.2 ]
10. The pre-bid meeting will take place at [Cl. 9.2.1]
Mandvi Nagarpalika, Mandvi.
The technical Bid will be opened at the office of the Mandvi
Nagarpalika, Mandvi on dt
11. Address of the Employer: Chief Officer, Mandvi Nagarpalika,
13. The bid should be submitted latest by As stated
14. The bid will be opened at Chief Officer, Mandvi
Nagarpalika, As stated on online NIT [Cl. 20.1 & 20.2]
15. The Bank Draft in favor of
“Chief Officer, [Cl. 23.1]
Mandvi Nagarpalika”.
17. Escalation factors (for the cost of works
executed and financial figure to a common base value) for
works completed
Year Financial Year Multiplying factor
Base year of inviting 2024-2025
#LIST OF KEY PLANT & EQUIPMENT TO BE DEPLOYED ON CONTRACT WORK
[Reference CL.4.5.5]
The contractors shall also give a list of machineries in his possession and which they
propose to use on the work.
Sr. Plant or Location Age of Make Capacity Approximate Remark
No. Machinery Machinery Value
List of Key Personnel to be deployed on Contract Work
(Reference Cl. 4.5.4)
#Employment of a qualified site Engineer by the Contractor.
The Contractor shall employ full-time technically qualified staff during the
execution of this work as under: -
1. Two graduate Civil Engineers and three diploma Civil Engineers when cost of
the work to be executed is more than Rs.50 lakhs.
2. One graduate & two Diploma, Civil Engineers when the cost of the work
to be executed is more than Rs.15 lakhs but less than Rs.50 lakhs.
3. Minimum two Diploma Civil Engineer when the cost of work is less than Rs.15
lakhs but more than Rs.5 lakhs.
4. Minimum One Diploma Civil Engineer for the work when the cost of work to
be executed is less than Rs. 5 lakhs. The Engineer so employed for the
Government work must have sufficient experience to handle the work
independently. Such an Engineer shall have to stay at the site of work and he
shall not be entrusted with other duty except this work.
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
Within 15 days of issue of work-order the Contractor will have to furnish to the
Deputy Chief Officer-in-charge of the work the Name, Qualifications, copy of
mark sheet, Colour 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.
QUALIFICATION INFORMATION
QUALIFICATION INFORMATION
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. For Individual Bidders
1.1 Constitution or legal
status of Bidder (Attach
Place of registration Principal place of
business Power of attorney
of signatory of Bid
1.2 Total value of Civil engineering constructions 20 20 Work performed in the
last five years
20 (in Rs. Lakhs) 20
1.2.1 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.
Projec Name of Description Contrac Value Date Stipulated Actual date Remark
t the of work t No. of of period of of explaining
Name Employer contrac issue completio completion* reasons
t (Rs. of n for delay
Crore) Work & work
order Completed
*Attach certificate(s) from the Engineer(s)in-charge
**Immediately preceding the financial year in which bids are 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
provided,furtherthatallotherqualificationcriteriaarecalled(inthesamenamea
nd style) in the last five years** and in current year before the submission of
* To be modified as per the nature and scope of work
Year Name Name Quantity of work performed(Cum/MT) Remarks*
of of Cement Masonry Earth Bituminous (indicate
the the Concrete Works Work Contract
work Employer (Including Ref)
PCC) ITEM 2 ITEM 3 ITEM
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) Existing commitments and on-going works:
Description Place & Contract Name Value Stipulated Value of Anticipated
of works State No. &Address Contract Period of Works* of
of (Rs. Cr) Completion remainin completion
Employer g to be
*Attach certificate(s) from the Engineer(s)in-charge
**Immediately preceding the financial year in which bids are 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 Availability Proposals Remarks
Equipment NO Capacity Owned/ Nos./ Age/ (from
Leased to Capacity Conditions whom to
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 of the Conditions of Contract.
Position Name Qualification Year of Year of
Experience experience
(General) in the
Project Manager
1.7 Proposed sub-contract and firms involved
Sections of the Value of Sub- Sub-Contractor Experience
works Contractor (Name & in similar
Attach copies of certificates on possession of valid license for executing water
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 attach copies.
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 Information on Litigation history in which the Bidder is involved.
Other Employer Cause of Amount Remarks
Party Dispute Involved showing
(ies) Present Status
1.12.Statement of compliance under the requirements of Sub Clause 3.2 of the
instruction to Bidders. (Name of Consultant engaged for project
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. Additional Requirements
3.1 Bidders should provide any additional information required to fulfill the
requirements of Clause 4 of the Instructions to the Bidders, if applicable.
(ii) Undertaking
* Fill the name of Consultant
SAMPLE FORMAT FOR EVIDENCE OF ACCESSTOOR
AVAILABILITY OF CREDIT FACILITIES
(CLAUSE4.5.6OFITB)
BANK CERTIFICATE
This is to certify that M/s. is a reputed
company with a good financial standing.
If the contract for the work, namely is awarded to
the above firm, we shall be able to provide overdraft/credit facilities to the
extent of Rs. To meet their working capital
requirements for executing the above during the contract period.
(Signature) Name of Bank
Senior Bank Manager
Address of the Bank
1. I, the undersigned, do hereby certify that all the statements made in the
required attachments are true and correct.
2. The undersigned also here by certifies that neither our firm M/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 bid.
3. The undersigned hereby authorize(s) and request (s) any bank, person,
corporationtofurnishpertinentinformationdeemednecessaryandrequested
by the Department to verify this statement or regarding any (our)
competence and general reputation.
4. The Undersigned understands and agrees that further qualifying
information may be requested, and agrees to furnish any such information
at the request of the Department/ Project implementing agency.
(Signed by an Authorized Officer of the Firm)
Title of Officer
I, the undersigned do here by under take.................................................................. that
cash Upto 25% of the value of the work during implementation of the contract.
(Signed by an Authorized officer of the firm)
Title of officer
CONDITIONS OF CONTRACT
Conditions of Contract
Table of Contents
A General Page No. D. Cost Control Page No.
1 Definitions 37 37 Bill of Quantities
2 Interpretation 38 38 Changes in the Quantities
3 Language and Law 39 39 Variations
4 Engineer’s Decisions 39 40 Payments for Variations
5 Delegations 39 41 Cash Flow Forecasts
6 Communications 39 42 Payment Certificates
7 Sub-Contractors 39 43 Payments
8 Other Contractors 39 44 Compensations Events
9 Personnel 40 45 Tax
10 Employer’s & Contractor Risk 40 46 Currencies
11 Employers Risks 40 47 Price Adjustment
12 Contractor’s Risk 40 48 Retention
13 Insurance 40 49 Liquidated damages
14 Site Investigations Reports 41 50 Bonus
15 Queries about the Contract 41 51 Advance Payment
16 Contractors to Construct the 41 52 Securities
17 The Works to be Completed 41 53 Deleted
the Intended Completion
18 Date Approval by the 41 54 Cost of Repair
20 Discoveries 42 E. Finishing the Contract
21 Possession of the Site 42 55 Completion
22 Access to the Site 42 56 Taking Over
23 Instructions 42 57 Final Account
24 Disputes 42 58 Operating and Maintenance
25 Procedure for Disputes 43 59 Terminatio
26 Deleted 43 60 Payment upon
B. Time Control 62 Release from Performance
27 Programme 44 F. Special Conditions of
28 Extensions of the Intended 44 63 Labour
completion date
29 Deleted 44 64 Compliance with labour
30 Delays Ordered by The 44 65 Arbitratio
31 Management Meetings
32 Early Warning
C. Quality Control
33 Identifying Defects
35 Correction of Defects
36 Uncorrected Defects
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
Compensation Events are those defined in Clause 44 hereunder
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 Defects Liability Period.
It consists of the documents listed in Clause 2.3 below.
The Contract data defines the documents and other information which comprise
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.
Days are calendar days: months are calendar months.
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 Works.
The Engineer is the person named in the Contract Data (or any other competent
person appointed and notified to the contractor to 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.
The Initial Contract Price is the Contract Price listed in the Employer’s Letter
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.
The Site is the area defined as such in the Contract Data.
Site Investigation Reports are those which were included in the Bidding documents
and are factual interpretive reports about the surface and subsurface conditions at
Specifications means the Specifications of the works included in 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 the Contractor
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
Contractor to carry out a part of the work in the Contract which includes work on
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. The
Works are what the Contract requires the Contractor to construct, install, and turn
over to the Employer, as defined in the Contract Data.
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
(2) Letter of Acceptance, notice to proceed with works
(3) Contractor’s Bid
(4) Contract Data
(5) Conditions of Contract including Conditions of Contract
(6) Specifications
(8) Bills of quantities and
(9) Any other document listed in the Contract Data as forming part of the Contract.
3. Language and Law
3.1 The language of the Contract and the law governing the Contract are stated in the
4. Engineers Decisions
4.1 Except where otherwise specifically stated, the Engineer will decide contractual
matters between the Employer and the Contractor in the role representing the
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
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 Contractor may subcontract any portion of work, up to a limit specified in
contract data, with the approval of the engineer but may not assign the Contract
without the approval of the Employer in writing. Subcontracting shall not alter the
Contractor’s obligations. Sub-contracting of supply or specific items of work is not
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 the Schedule. The employer may
modify the schedule of other contractors and shall notify the contractor of any such
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 of the
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’s and Contractors Risks
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’s Risks
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’s Risks
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 the Contractor.
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 data for the following events which
are due to the Contractor’s risks:
(a) Loss of or damage to the works, Plant and materials,
(b) Loss of or damage to Equipment
(c) Loss of or damages of property (expect the Works, Plant, Materials and
Equipment) in connection with the Contract; and
(d) Personal injury or 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 certificates required,
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
13.4 Alterations to the terms of an insurance shall not be made without the approval of
13.5 Both parties shall comply with any conditions of the insurance policies.
14. Site Investigation Report
14.1 The Contractor in preparing the Bid shall rely on any site Investigation reports
referred to in the Contract Data, supplemented by any information available to the
15. Queries about the Contract data
15.1 The engineer will clarify queries on the Contract Data
16. Contractor to Construct the Works
16.1 The Contractor shall construct and install the works in accordance with the
specification and Drawings.
17. The Works to be completed by the Intended Completion Date
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 by the
Contractor, as updated with the approval of the Engineer, and complete them by
the Intended Completion date
18. Approval by the Engineer
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 The Contractor shall be responsible for design of temporary works.
18.3 The Engineer’s approval shall not alter the contractor responsibility for design 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 use.
19.1 The Contractor shall be responsible for the safety of all activities on the Site.
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. Possession of the Site
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 closed.
22. Access to the Site
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 where materials
or plants are being manufactured/ fabricated/ assembled for the works.
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’s accounts
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 Employer.
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 Chief Officer, Mandvi
Nagarpalika (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 for conciliation
within 15 days from the decision given by the Chief Officer, Mandvi Nagarpalika.
(a) For the work up to Rs.100 Cr., if any of the parties is not satisfied with the
decision of the Chief Officer, Mandvi Nagarpalika, both the parties have to
refer to the Chief Engineer (Saurashtra-N.W.R.W.S. & KD) concern for the
conciliation process.
(b) For the work more than Rs.100 Cr., if any of the parties is not satisfied with
the decision of the Chief Officer, Mandvi Nagarpalika, both the parties have
to refer to the Secretary, N.W.R.W.S. & K. Department, Government of
Gujarat for the conciliation process.
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. Procedure for Disputers
25.1 The arbitration shall be conducted in accordance with the arbitration
procedure stated in the Special Conditions of Contract.
Signature of Contractor
Mandvi Nagarpalika,
B. TIME CONTROL
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
of the activities.
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 submitted.
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. Extension of the Intended Completion Date
28.1 The Engineer shall extend the Intended Completion Date if a
compensation Event occurs or a Variation is issued which makes it
impossible for completion 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 Completion Date.
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. The employer shall in not more than 21 days
communicate to the 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. Delays Ordered by the Engineer
30.1 The Engineer may instruct the Contractor to delay the start or progress of
any activity within the works.
31. Management Meetings
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
32. Early Warning
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.
Signature of Contractor
Mandvi Nagarpalika,
C. QUALITY CONTROL
# 33. Identifying Defects/ Defect liability period
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 defects and the contractor shall make good the same
within 15 days of 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) (1) For all works costing up to Rs. 50,000 (amount put to tender), the
period shall be 3 Months from the certified date of completion.
(b) (1) For WRD works likes Check Dam/ Canal / Drainage / Road Structure
tender amount from RS. 50,000 to 10,00,000, the defect liability period
shall be 12 months from the certified date of completion.
(2) For WRD work except likes Check Dam/ Canal / Drainage / Road
Structure tender amount from RS. 50,000 to 10,00,000, the defect
liability period shall be 6 months from the certified date of completion.
(c) (1) For WRD works likes 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 work except likes Check Dam/ Canal / Drainage / Road
Structure tender amount from RS.10,00,000 to 1 Crore, the defect
liability period shall be 12 months from the certified date of
(d) (1) 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
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
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:
Free maintenance guarantee period for works of Road/Bridge construction
(a) For resurfacing work of road free maintenance guarantee period one
year from the date of completion.
(b) In case of widening of the road/strengthening of the road/bridge, the
contractor shall have to give four years free maintenance guarantee
from the certified date of completion. During this period the
contractor shall visit the site every six months along with the
concerned Section Officer / Deputy Chief Officer and will examine the
work already carried out in this contract like road work, jungle cutting,
side shoulders, side gutter, road furniture, patta etc. and will prepare
Km. wise inspection report duly signed by all concerned and any defect
observed shall be done within 15 days by the contractor at his risk and
cost as per the direction of Engineer in charge. The contractor needs
to do videography of these visits and require to submit at the time of
release of FMG. If B.T. the surface during the maintenance period of
4 years is worn out then agency shall have to provide renewal coating
as per tender item as directed by the Engineer-in- charge. The amount
equivalent to 5% of each running bill shall be withheld and will be
released after the free maintenance guarantee period (i.e. 4 years) is
However, this amount shall be released against fixed deposit or
bank guarantee pledged in the name of Chief Officer after completion
certificate of work is issued.
(1) The flakiness and elongation index (combined) for coarse aggregates
under no circumstances shall exceed the allowable limit set forth in
the relevant clause for the material in question.
(2) 2% of the amount eligible for the payment of bituminous items shall
be withheld till the miscellaneous items like earthwork in embankment
/ cutting for side shoulders, side gutters, kilometer / indicator / guard
stones, sign boards etc. are completed in all respect by the contractor.
After completion of the miscellaneous items, the above said 2%
withheld amount shall be released.
(Govt. of Gujarat's G.R. No.:TNC-10-2013-3(Part-3)/C,
(3) Videography for the surface under Maintenance Guarantee is to be
done as per Govt. letter No.: SSR/10/2015-16/26/C, Dtd. 26/11/15 for
the work costing more than Rs. 5.00 Crore.
(4) Setting up of adequate laboratory & deployment of quality engineers.
The contractor shall have to set up the laboratory with adequate
equipment. Till the setting up of adequate laboratory is completed &
reported of this to the engineer (subject to due verification by
engineer’s representative) by contractor in writing, Rs.2,00,000/-
shall be withheld. The qualified quality Engineer shall be deployed
exclusively for this contract by the contractors. If quality Engineer is
not deployed by contractor within one month after the date of work
order, the amount equivalent to Rs.20,000 per month shall be
recovered till the actual deployment of quality engineer. The amount
so recovered towards the deployment of quality engineers shall not be
(5) Asphalt work will have to be cross checked as per G.R.
No.: RGN/60/2006/35/C, dtd.31/05/07 before final bill is
(6) Maintenance during Construction Period
During the Construction Period, the Contractor shall maintain, at his
own risk and cost, the existing lane(s) of the road so that the traffic
worthiness and safety thereof are at no time materially inferior as
compared to their condition 10 (ten) days prior to the date of the
Agreement, and shall undertake the necessary repair and maintenance
works for this purpose; provided that the Contractor may, at his cost,
interrupt and divert the flow of traffic if such interruption and
diversion is necessary for the efficient progress of works and conforms
to Good Industry Practice; provided further that such interruption and
diversion shall be undertaken by the Contractor only with the prior
written approval of the Chief Officer which approval shall not be
unreasonably withheld. For the avoidance of doubt, it is agreed that
the Contractor shall at all times be responsible for ensuring safe
operation of the road.
33.3 The Engineer shall check the Contractor’s work and notify the Contractor
of any defects that are found. Such checking shall not affect the
Contractor’s responsibilities the Engineer may instruct the Contractor to
search for a Defect and to uncover and test any work that the Engineer
considers may have a 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% 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 for estimated cost of works
more than 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: 05/10/2023
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 the
engineer in charge.
35. Correction of 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
36. Uncorrected Defects
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.
Signature of Contractor
Mandvi Nagarpalika,
D. COST CONTROL
37. Bill of Quantities
37.1 The bill of Quantities shall contain items for the constructions,
installation, testing and commissioning work to be done by the
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 each item.
38. Change in the Quantities
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 programmers produced
by the Contractor.
40. Payments for 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 under.
(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 account for 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 contractor shall within seven days of
the date of receipt by him 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 charge does 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
before mentioned, 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 the date 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
41. Cash Flow Forecasts
41.1 When the programme 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 previously.
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 works in the relevant amounts and under
conditions set forth in sub-clause
32.3 of the Contract Data (secured Advance).
42.3 The value of work executed shall be determined by the Engineer.
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 certified by 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
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 Contractor:
(a) The Employer does not give access to a part of the Site by
the site Possession date stated in Contract data to the
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 The rates quoted by the Contractor must be inclusive of all taxes
prevailing on 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 All payment shall be made in Indian Rupees.
47. Price Adjustment
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
(a) The price adjustment shall apply for the work done from the start
date given in the contract data up to end of the initial intended
completion 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 contractor.
(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
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 mutually agreed.
47.2 To the extent that full compensation for any rise or fall in costs to the
contractor is not covered 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
48.2 On Completion of the whole of the Works half the total amount
48.2 On Completion of the whole of the Works half the total amount
retained is repaid to the Contractor and half when the Defects Liability
Period has 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 60 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 the total
value of work executed substantially in the format of Bank Guarantee
for Performance Guarantee enclosed with SBD and valid up to 60 days
beyond the Defect Liability Period and yet refund the Retention Money
Bank Guarantee submitted for refund of Retention Money.
49. Liquidated Damages
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 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
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 whole of the works on the relevant
section, subject to the limit stated in the contract data.
The employer may, without prejudice to any other method of
recovery deduct the amount of such damages from any monies due or
to become due to the contractor. The payment or deduction of such
damages shall not relieve the contractor from his obligation to
complete the works on from any other of his obligations and liabilities
under the contract.
49.4 If, before the Time for Completion of the whole of the Works or, if
applicable any Section, a Taking Over Certificate has been issued for
any part of the Works or of a Section, the liquidated damages for delay
in completion of the remainder of the Works or of 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 proportion which the value of the part so
certified bears to the value of the whole of the Works or Section, as
applicable. The provisions of this Sub-clause shall only apply to the
rate of liquidated damages and shall not affect the limit thereof.
50.1 If the contractor achieves completion of the whole of the works prior
to the intended Completion Date prescribed in Contract Data the
Employer shall 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 paid as under
% of Time Saved % of Initial Contract Price
entitled for Bonus
Less than 10% 0%
51. Advance Payment.
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,
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, or Liquidated damages.
52.1 The performance Security (including additional security for
unbalanced bids) shall be provided to the Employer no later than the
date specified in the Letter of Acceptance and shall be issued in an
amount and form and by a bank or surety acceptable to the 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 of
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.
Signature of Contractor
Mandvi Nagarpalika,
E. FINISHING THE 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 completed.
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. Final Account
57.1 The Contractor shall supply to the Engineer a detailed final account of
the total amount that the Contractor considers payable as full and
the total amount that the Contractor considers payable as full and
final settlement 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
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 If reversal in characteristic of tender (L1 becoming L2) 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 the physical
completion of work.
58. Operating and Maintenance 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
58.2 If the Contractor does not supply the Drawings and/or manuals by the
dates stated in the Contract data, or they do not receive the Engineer’s
approval, 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
1. The contractor stops work for 28 days when no stoppage of work is
shown on the current programme and the stoppage has not been
authorized by the Engineer
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
5. The Engineer gives Notice that failure to correct a particular Defect
is a fundamental breach of Contract and the Contractor fails to
correct it within a reasonable period of time determined by the
6. The Contractor does not maintain a security which is required;
7. The Contractor has delayed the completion of works by the number
of days for which the maximum amount of liquidated damages can
be paid as 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
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. “Fraudulent practice” means a misrepresentation of facts
in order to influence a procurement process or the execution of a
contract to the detriment of the borrower, and includes collusive
practice among Bidders (prior to or after bid submission) designed to
establish bid prices at artificial non-competitive levels and to deprive
the Borrower of the benefits of free and open competition.
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 convenience.
60. Payment upon 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 done less advance payments received up to
the date of the issue of the 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
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 for the value of the work done, the cost of
balance 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 and less
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 Equipment’s, Temporary Works and
Works are deemed to be property of the Employer, if the Contract is
terminated because of a Contractor’s default.
62. Release from 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 it and for any work carried out
afterwards to which commitment was made.
Signature of Contractor
Mandvi Nagarpalika,
F. SPECIAL CONDITIONS OF 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
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. COMPLIANCE WITH LABOUR REGULATIONS
During continuance of the contact, the Contractor and his sub-
contractor shall abide at all times by all existing labour enactments
and rules made thereunder, regulations, notification and bye laws of
the State or central Government or local 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.
The employees of the Contractor and the Sub-Contractor in no case
shall be treated as the employees of the Employer at any point to
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
in case of injury by accident arising out of and during the course of
B) Payment of Gratuity Act. 1972 :- Gratuity is payable to 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
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 employer plus workers @ 10% or 8.33%
The benefits payable under the Act are :
1. Pension or family pension on retirement or death, as the case may be.
2. Deposit linked insurance on the death in harness of the worker.
3. Payment of P.F. accumulation on retirement/death etc.
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
certain welfare measures to be provided by the Contractor to contract
labour and 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 by what date the wages
are to be paid, when it will be paid and what deductions can be made
from the wages of the workers.
H) Equal remunerations Act 1979:- The Act provides 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 Act is 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 by taking wages as
Rs. 2500/- per month only. The Act does not 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 this Act.
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
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 on matters 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
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
occupations and processes. Employment of Child labour is prohibited in
Building and Construction Industry.
N) Inter–State Migrant workmen’s (Regulation of Employment &
Conditions of service) Act 1979:- The Act is applicable to an
establishment which employs 5 or more inter-state migrant 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 to which this Act becomes
applicable, are required to be provided certain facilities such as housing,
medical aid, traveling expenses from home upto the establishment and
O) The Building and Other Construction workers (Regulation of
employment and 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
All such establishments are required to pay cess at the rate not exceeding
2% of the cost of construction as may be modified by the government.
The Employer of 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 registration certificate 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 thereof from
time to time shall be applicable.
1. Water (Preservation and control of Pollution) Act,
2. Air (Prevention and Control of Pollution Act
3. Environmental (Protection) Act
The contractor must commit to adopting Environmental management
plan for best energy use, waste management, the reduction of pollution
as in EMS (Environmental Management system)ISO-14001-
65. ARBITRATION (GCC Clause 24)
The procedure for arbitration will be as follows: -
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 Chief Officer, Mandvi Nagarpalika (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 for conciliation within 15 days
from the decision given by the #Superintending Engineer.
(a) For the work up to Rs.100 Cr., if any of the parties is not satisfied
with the decision of the Chief Officer, Mandvi Nagarpalika, both
the parties have to refer to the Regional municipal commissioner,
Rajkot concerned for the conciliation process.
(b) For the work more than Rs.100 Cr., if any of the parties is not
satisfied with the decision of the Superintending Engineer, both
parties have to refer to the #Secretary, Water Resources
Department, Government of Gujarat for the conciliation process.
If the dispute is not resolved through the conciliation
process, contractor 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. However, during such
period, he would not stop the work in any case.
Signature of Contractor
Mandvi Nagarpalika,
Clause Reference
Item marked “N/A” do not apply to this Contract.
With respect to
1. The Employers is [CL.1.1]
Name: Chief Officer,
Mandvi Nagarpalika
Address: Mandvi.
Name of authorized Representative (will be intimated later)
2. The Engineer is Chief Officer, Mandvi Nagarpalika
Name of Authorized Representative: …………………………
3. The Defects Liability Period is 03 years (i.e. 36 Months) from [CL.1.1&33]
the date of completion.
4. The Start Date shall be 1st days for the date of issue of the Notice [CL.1.1]
to proceed with the work.
5. The Intended Completion Date for the whole of the works is [CL.1.1,17&2]
06 (Six) after start of work with the following milestones:
Milestone dates: [CL.2.2& 49.1]
Physical works to be completed Period from the start date
Milestone 1 i.e. 25 % 45 days.
Milestone 2 i.e. 50 % 90 days.
Milestone 3 i.e. 75% 135 days.
Milestone 4 i.e. 100% 180 days.
6. The Site is located at Mandvi, District. Kutch. [CL.1.1]
7. The name and identification number of the Contract is:……. [CL.1.1]
8. The works consist of as per tender notice with items as per B.O.Q. [CL.1.1]
The works shall, inter alia, include the following, as Specified or as
As per Tender Notice & Schedule “B”.
(B) Road Works :
Site clearance; setting out and layout widening of existing carriageway and
strengthening including camber corrections; construction of new road/
Parallel service road; bituminous pavements remodeling/construction of
Junctions, intersections, bus bays, lay-bays; supplying and placing of
drainage Channels, flumes, guard posts and guard other related items;
construction/extension of cross drainage works, bridge, approaches and
other related stones; protective works for roads/bridge; all aspects of
quality assurance of various components of the works; rectification of The
defects in the completed works during the Defects Liability Period;
submission of “As- built’’ drawings and any other related documents; and
other item of work as may be required to be carried out for completing the
work in accordance with the drawings and the provisions of the contract and
to ensure safety.
(C) Bridge Works
provision of foundations, piers abutments and bearing;
prestressed/reinforced cement concrete superstructure; wearing coat, hand
railings, expansion joints, approach slabs, drainages spouts/ down take
pipes, arrangements for fixing light posts, water mains, utilities etc;
provision of suitably designed protective works; providing wing/return
walls; provision of road markings, road signs etc.; all aspects of quality
assurance; clearing the site and handing over the works on completion;
rectification of the defects during the Defects Liability Period and [CL.1.1]
submission of “As-built” drawings and other related documents; and other
items of work as may be required to be carried out for completing the works
in accordance with the drawings and the provisions of the contract and to
(D) Other Items
Any other items as required to fulfill all contractual obligations as
per the Bid documents.
10 The following documents also form part of the Contract: [CL.2.3(9)]
As per clause 2-3
(i) Bid Document Fee / Tender Fee
(ii) Bid Security / EMD
(iii) Registration Certificate of Appropriate Class.
(iv) I.T. Return Copy of Last Three Years Only.
(v) Turn Over Certificate of Last Three Year
(vii) GST Number
(viii) EPF Number
(ix) Current Year Bank Solvency certificate.
(x) Experience of having successfully completed.
(xi) Other Documents, as required. (As per Section 10.)
11. The law which applies to the Contract is the law of Union of India [CL.3.1]
12. The language of the Contract documents is English [CL.3.1]
13. Limit of sub-contracting 25% of the Initial Contract Price [CL.7.1]
14. The Schedule of Other Contractors [CL.8]
15. The Schedule of Key Personnel As per Annex – II to Section I [CL.9]
16. The minimum insurance cover for physical property, injury and death is [CL13]
Rs.5 lakhs per occurrence with the number of occurrences limited to four.
After each occurrence, the contractor will pay an additional premium
necessary to make insurance valid for four occurrences always.
17. Site Investigation report [CL.14]
18. The Site Possession dates shall be From the Date Work order issue. [CL.21]
19. The period for submission of programme for approval of the [CL. 27.1]
engineer shall be 21 days from the issue of Letter of Acceptance.
20. The period between program updates will be 83 day. [CL.27.3]
21. The amount to be withheld for late submission of an updated
[CL.27.3] programme shall be Rs.0.38 lakhs
22. The following events shall also be Compensation Events [Cl.44]
Substantially adverse ground conditions encountered during
the course of execution of work not provided for in the bidding
(i) Removal of underground utilities detected subsequently
(ii) Significant changes in classification of soil requiring additional
mobilization by the contractor, e.g. ordinary soil to rock excavation,
(iii) Removal of unsuitable material like marsh, debris dumps, etc. not
caused by the contractor.
(iv) Artesian conditions
(v) Seepage, erosion landslide
(vi) River training requiring protection of permanent work
(vii) Presence of historical, archeological or religious
structures, monuments interfering with the works
(viii) Restriction of access to ground imposed by civil,
judicial, or military authority
23. The currency of the Contract is Indian Rupees [CL. 46]
24. The formula (e) for adjustment of prices are as under: [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
R = value of work as defined in Clause 47.1 of Conditions of Contract
Adjustment for labour component
(i) Price adjustment for increase or decrease in the cost due to
labour shall be paid in accordance with the following
VL = Increase or decrease in the cost of work during the
month under consideration due to changes in rates for
L0 = The consumer price index for industrial workers for the
State on 28 days preceding the scheduled date of
opening of technical Bids as published by Labour
Bureau, Ministry of Labour, Government of India
Li = The consumer price index for industrial workers for the
State for the month under consideration as published
by the Labour Bureau, Ministry of Labour, Government
Pl = Percentage of labor component of the work.
Adjustment for cement component.
(ii) Prices adjustment for increase or decrease in the cost of
cement procured by the contractor
Vc = Increase or decrease in the cost of work during the
month under consideration due to changes in
rates for cement.
C0 = The all India wholesale price index for Ordinary
Portland Cement on 28 days preceding the
scheduled date of opening of technical bid as
published by the Office of the Economic Adviser,
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
Pc = Percentage of cement component of the work
Adjustment for steel component
(iii) Price adjustment for increase or decrease in the cost of steel
procured by the 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= The all India wholesale price index for steel (Mild Steel - Long Products
Rebars) on 28 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 by
Office of the Economic Adviser, Department for Promotion of Industry
and Internal Trade, Ministry of Commerce & Industry.
Ps = Percentage of steel component of the work
Note : For the application of this clause, the index of Mild Steel-
Long products Rebars has been chosen to represent the steel
Adjustments of bitumen component
(iv) Price adjustment for increase in the cost of bitumen shall
be paid in accordance with the following formula
Vb = Increase or decrease in the cost of work during the month
under consideration due to changes in 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
of opening of technical bid.
Bi = The official retail price of bitumen of IOC depot at the
nearest centre for the 15th day of the month under consideration.
Pb = Percentage of bitumen component of the work
Adjustment of POL (fuel and lubricant) 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 = Increase or decrease in the cost of work during the month
under consideration due to changes in rates for fuel and
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 to the date of opening of Bids.
Fi = The official retail price of HSD at the existing consumer
pumps of IOC at the nearest center for the 15th day of the month
of the under consideration.
Pf = Percentage of fuel and lubricants component of the work
Note: For the application of this clause, the price of High-Speed diesel
Oil has been chosen to represent the fuel and lubricants group.
Adjustment for Construction Machinery
(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= Increase or decrease in the cost of work during the month
under consideration due to changes in rates for plant and
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 &
Pp = Percentage of plant and machinery spares component of the
Note: For the application of this clause, index of Heavy
Machinery and parts has been chosen to represent the Plant and
Machinery Spares group
Adjustment of other materials Component
(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
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 All India 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 = Percentage of local material components (other than
cement, steel, bitumen and POL) of the work.
The following percentage will govern the price adjustment
for the entire contract:
6. Plant & Machinery Spares Pp ...................... 00.00%
25. The proportion of payments retained (retention money) shall be 6%
{CL. 48} from each bill subject to a maximum of 5% of final contract
26. Amount of Liquidated damages for For Whole of work {CL.49}
delay in completion of works (1/2000)th of the Initial contract
price, rounded off to the nearest Thousand, per day. For
sectional Completion (wherever specified In item 6 of Contract
data) (1/2000)th of initial contract price for #5 km Section,
rounded off to the nearest thousand per day.
27. Maximum limit of liquidated damages 10 percent of the Initial {CL.49}
For delay in completion work Contract Price rounded off to
the nearest thousand
28. Amount of Bonus for early completion Amount of bonus for early
completion of work shall be
given as per CL.50 of
29. Maximum limit of bonus for early 5 percent of the Contract
{CL. 50} Completion of work Price
30. The amount of the advance payment are: {CL. 51 & 52}
#Nature of Advances Amount (Rs.)
Conditions to Be
i Mobilization 10% of the contract On submission of
unconditional Price Bank Guarantee. (to be
before the end of 20% of
the contract period). The
contractor may furnish four
bank guarantees of 2.5 % of
each valid for the full
ii Equipment 90% for new and 50% of After equipment is brought to
depreciated value for site (provided the Engineer is
old equipment. Total satisfied That the equipment is
amount will be subject required for performance of the
to a maximum of 5% of contract) and on submission of
the Contract Price unconditional Bank Guarantee
for amount of advance
iii Secured Deleted
(The advance payment will be paid to the Contractor no later than 28 days
after fulfillment of the above conditions).
31. Repayment of advance payment for mobilization and equipment {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 commence in the next Interim Payment Certificate following that
The total of all such payments to the Contractor has reached not less than
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 20 percent (collectively for both Mobilization Advance
and Equipment Advance) of the amounts of all Interim Payment Certificate
until such time as the loan has been repaid, always provided that the loan
shall be completely repaid prior to the expiry of the original time for
completion pursuant to Clause 17 and
33. The securities shall be for the following minimum amounts equivalent
{CL. 52} As a percentage of the Contract Price:
Performance Security for 5 percent of contract price plus Rs. ................... (to
be decided after evaluation of the bid) as additional security in terms of
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. The Schedule of Operating and maintenance Manuals….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} by the Date required is Rs Lakhs.
37. The following events shall also be fundamentals breach of contract:
{CL.59.2} “The Contractor has contravened Sub- clause 7.1 and Clause
38. The percentage to apply the value of the work not completed representing
{Cl 60} the Employer’s additional cost for completing the Works shall be
Signature of Contractor
Mandvi Nagarpalika,
TECHNICAL SPECIFICATION
TECHNICAL SPECIFICATIONS
SPECIFICATION OF PRINCIPAL MATERIALS SPECIFICATION OF PRINCIPAL MATERIALS
The following specifications are only for the principal materials of
construction which are included in the details specifications of items and indicated
the requirements of qualities of materials. They are given as guide and neither
includes all the materials of construction nor exhibits all their desirable qualities.
This should be supplemented by detailed specifications as per relevant IS Code
unless otherwise not mentioned. The rate of all items are inclusive of all materials
inclusive of all lifts and leads for the material unless otherwise specified in detailed
specifications.
1.1 Water used for mixing and curing of cement / lime mortar or concrete shall
not be salty or brackish and shall be clean, reasonably clear and free from
objectionable quantities of silt and traces of oil, acid and injurious alkali,
salts, organic matter and other deleterious material which will either
weaken the mortar or concrete or cause effloresces or attack the steel in
R.C.C. Water shall be obtained from sources approved by the Engineer.
Sources of water shall be maintained at such a depth and the water shall be
withdrawn in such a manner as to exclude silt, mud, grass or other foreign
materials. Containers for transport, storage and handling of water shall be
clean container for transport, storage and handling of water shall be clean
water. Water shall conform to IS: 456:2000 as per necessary test carried out.
1.2 Potable water is generally considered satisfactory for mixing and curing
mortar or concrete.
1.3 Underground water shall be checked before using it in mortar or concrete
because of the presence of dissolved salts and chemicals which affect
setting time and strength of concrete & mortar.
1.4 Sea and sewage water shall not be used.
1.5 Water formed satisfactory for mixing shall also suitable for curing concrete
and mortar. However water used for curing shall not produce any
objectionable stain or unsightly deposit on the concrete or mortar surface.
The presence of tannic acid or iron compounds shall objectionable.
1.6 Water shall chemically tested at GERI/NSIC Lab/Govt approved Lab., before
being used it in mixing and curing in concrete or mortar once for approval of
source of supply subsequently only in case of doubt and change in source of
supply. The test results shall be as per permissible limit laid in IS: 456-2000.
2.1 OPC & PPC 53 Grade cement of reputed major cement plant conforming to
IS Standard shall be used for entire work under the tender in all respects.
Mini plant cement shall not be allowed in any cases.
2.2 The contractor shall have to make his own arrangement to procure the
cement bearing trade-mark or trade name, Grade of cement, type of
cement, Name of manufacturer, Lot No. ISI (BIS) Mark Net weight etc.
directly from the manufacturers or authorized dealer. The contractor shall
have to make arrangement to load, cart and unload the cement to the site
of work at his own cost. For verification of such purchase, the contractor
shall have to produce all the original TAX-INVOICE or " RETAIL INVOICE" bearing
TIN No. of seller and Buyer, Name of Agency, Name of work site, details of
cement (Type and Trade Name), Quantity of cement, Net weight, separately
shown all taxes levied and other details etc. What as applicable as required as
per Govt. rules, along with the testing details to the Engineer-in-charge of the
work. The sectional officer of the work after verification of TAX-INVOICE or
Retail Invoice as detailed above shall accepted the cements and thereafter entry
shall be made to stock register from time to time for each receipt of cement
and immediately intimate to sectional officer of quality control to take sample
for testing of cement. Sectional officer of the work shall have to make entry
either in stock register or in cement consumption register detailing date of
receipt, Qty. of cement, type of cement, Lot No. trade name and sample taken
for testing along with date of sampling.
2.3 TESTING OF CEMENT:
2.3.1 Physical Analysis:
Physical Requirements for 53 Grade ordinary Portland cement.
I.S.: 12269 – 2013 (specifications) clause -5 I.S.: 4031 -1996 (Methods of
physical tests)
Sr.No. Physical properties Requirements as per I.S.: 269-2015
1 Fineness (Specific surface Not less than 225 m2/kg
(a) strength 03 days Not less than 27 Mpa(N/mm2)
(b) (72±1 h) Not less than 37 Mpa(N/mm2)
(c) 07 days (168±2 h) Not less than 53 Mpa(N/mm2)
3 Setting time (vicat
(a) apparatus) Not less than 30 minutes
(b) Initial Not more than
(a) By Le Chatelier method Not more than 10 mm
(b) By Autoclave test Not more than 0.8%
5 Consistency of standard The quantity of water required to produce
cement paste (standard a paste of standard consistency to be used
consistency for determination of water content of
mortar for the compressive strength tests
and for the determination of soundness
2.3.2 Frequency of Sampling and test shall be as below:
The testing of cement shall be done for each lot / consignment received on
site. The frequency of the test shall be as under.
Sr. No. Quantity of Cement Nos. of sample Remarks
1. Up to 50 MT 1 Same lot
2. 51-100 MT. 2 Same lot
3. 101-200 MT. 3 Same lot
4 201-300 MT. 4 Same lot
5 301-500 MT. 5 Same lot
6 501-800 MT. 6 Same lot
7 801-1300 MT. 7 Same lot
8 For each larger consignment. 8 Same lot
2.3.3 Chemical Analysis:
All chemical test required as per IS: 4032-1985 shall be carried out for one
test per ten tests sample of above Para 2.31 i.e. for physical tests.
2.4 The cement not satisfying the criteria as per IS: 269-2015 for 53 Grade OPC
shall be rejected and contractor shall have to remove it from site
2.5 Field Test:
The quality of cement shall be confirmed through physical & chemical tests
as prescribed in relevant IS in laboratory. These however taken time.
However, to quickly ascertain the quality of cement, some field tests of
indicative natures as like visual examination (Packing of bags), colour,
Texture, initial setting time, Ball test, Float test etc. as described in GERI
circular No.1 of 1986 issued vide GERI, Vadodara Letter No.MT-
II/Cement/83/21546 of 1986 and 10-3-1986 shall be conducted as guidelines
to identify doubtful variety of cement. The doubtful cement when so
identified shall be got tested in the laboratory on priority to confirm quality
2.6 Large stocks of cement shall not be kept at the work but only sufficient
quantity shall be kept to assure continuity of the work. The contractor shall
have to provide and maintain efficiently water proof storage sheds for
cement on the site of work. It shall be stacked on the platform 30 cm above
the floor level and cement shall be covered with tarpaulin or any other
impervious materials for covering in order to protect the cement bags from
moisture. The tax shall be made at one mt. away from wall and distant
between two stacks shall be kept also 1.00 mt. so as to count easy.
2.7 The cement bags shall be neatly stacked in an orderly manner so as to afford
easy access and count. Deteriorated cement shall not be allowed for use.
2.8 A regular day to day account of cement received and used on the work
together with the particular of the work and quantity of the work in which
it was used, shall be maintained in ink separately by the responsible
representative of the department and shall be signed at the end of the day's
work by the department representative as well as contractor after proper
verification in accounting be shown to the inspecting officer when asked for.
In addition to above responsible representative of the department shall be
maintained the register for consumption of cement as per circular issued
vide GOG. ID circular No. CMT/2384/IB-60/25/H Dtd. 30-3-1984.
2.9 The contractor shall provide at the site of work satisfactory storage for not
less than 3 months average consumption of cement on work and shall keep
the cement store in a manner that will satisfy the Engineer-in-charge.
2.10 The arrangements of storage and utilization of cement shall be such that to
ensure the utilizations of cement in the order of its arrival at the stores, the
contractor shall maintain satisfactory up to date records which would at any
time show the dates of receipts and proposed utilization of cement lying in
the stores at site. Cement shall be used in the "first in first out" method.
2.11 The Engineer shall at all times have access to the stores and the site of
contractor and shall have authority to check and examine the method of
storage, records, accounting and security provided by the contractor. The
contractor shall comply with the instruction that may be made by Engineer
in this connection. The contractor shall further at all-time satisfy the
Engineer on demand by the production of records of books of submission of
return and Performa or by other proofs that may be demanded that the
cement brought being used for the purpose for which it is brought and
contractor shall at all times keep his records up to date of enable Engineer
to apply such checks as he may be desire to impose.
2.12 The cement shall not be stored for unduly long period. It should be handled
in such a way as to impair its strength or useful characteristics.
2.13 The Engineer-in-charge or his authorized agent will have the authority to
verify the stock and check on the consumption in any manner he thinks
2.14 Cement should be measured by weight with MT or Kg as the unit.
Cement may be rejected if does not comply with any of the requirements
described above as per IS code no 269-2015. Cement older than 90 days from
the date of manufactured shall not be allowed to use.
M-3 FINE AGGREGATE (SAND)
All fine aggregate shall confirm to latest norms of I.S. Code : 383:2016 Usage
of Sand for the work can be river sand (i.e. sand from the river source)
testing and approved from GERI/Govt. Lab. /Govt. Approved Lab. Providing
the norms from N.W.R.W.S. & K Department G.R. MIS-102010-17(2) K1 (M I
Cell) Date 21/10/2022.
Sand for use in concrete work shall be natural sand; sand shall be clean, well
graded, hard, strong, durable and gritty particles free from injurious amount
of dust, clay, silt, kankar nodules, soft or flaky particles, shale, alkali, salts,
organic matter, loam, mica, or other deleterious substances and shall be
approved by the Engineer. The maximum size of particles shall be limited to
4.75mm. 100% Sand should be passed through 10mm IS sieve.
TABLE-3 Limits of Deleterious Materials
(Clause 5.2.1 IS: 383-2016
(Specifications) IS: 2386 (Part-I, II)-1963
(Method of Testing)
Sr. Deleterious substance and Fine Aggregate Coarse Aggregate
No. method of test percentage by percentage by
Maximum (Uncrushed) maximum (Crushed)
1. Coal and lignite
IS: 2386 (Part-II)
2. Clay lumps :
IS: 2386 (Part-II)
3. Material finer
than 75-micron 3.00
4. Soft fragment.
IS; 2386 (Part-II)
IS: 2386 (Part-II)
6. Total of percentage of all
deleterious materials (except
mica) including Sr.No.1 to
Gradation of Fine Aggregate
(Clause 6.3 IS: 383-2016)
(Specifications) IS: 2386 (Part-I)-
1963 (Method of testing)
Sr. IS Sieve Percentage(%) passing for
No. Designation Grading Grading Grading Grading
Zone-I Zone-II Zone-III Zone-IV.
9. F.A. Type Coarse Medium Fine Very Fine
(1) Grading becomes progressively finer from Zone-I to IV.
(2) Tolerance : Where the grading falls outside the limit of any (Zone-II & III)
grading zone of sieves other than 600 micron IS sieve by a total amount >
grading zone of sieves other than 600 micron IS sieve by a total amount >
(Should not be more than) 5%.I.e. Sum of sieve at Sr.No.1, 2, 3,4,6,7 outsides
(Lower & Upper) the limits of grading Zone-II & Zone-III > 5%.
(3) The ratio F.A. /C.A. should be reduced progressively.
(4) Fine aggregate complying with the requirements of any grading zone in above
table is suitable for concrete. It is recommended that very fine aggregate
conforming Zone-IV should not be used in reinforced cement concrete.
3.2 Quality of Fine Aggregate:
3.2.1 Deleterious Materials : Aggregate shall not contain any harmful material such
as pyrites, coal, lignite, mica, shale, or similar laminated material, clay,
alkali, soft Fragments sea shells and organic impurities in such quantity as to
affect the strength or durability of concrete. Aggregate to be used for
reinforced concrete shall not contain any material liable to attack the steel
reinforcement. Aggregate which are chemically reactive with alkalis of
cement are harmful as cracking may take place.
3.2.2 Limit of Deleterious materials:
The maximum quantity of deleterious material in fine aggregate (natural
sand) shall not exceed the limits specified in Table: 3 of IS: 383-2016.
3.2.3 Grading of Fine Aggregate and Fineness Modulus (F.M.):-
The grading of fine aggregates when determined as described in IS:
(Part-I)- 1963 shall be within the limits given in Table: 9 of IS: 383-2016 and
shall be described as fine aggregates grading zones I, II, III for concrete work.
The sand conforming to zone I, II, III shall only be allow for concrete work.
The F.M. of sand shall have ranging between 4.0 and 1.71 (1.71 < F.M. < 4.0)
subject to the sand being well graded.
3.2.4 Silt content:
The silt content shall not exceed 3% as per IS: 383-2016 when tested in
accordance with IS: 2386 (Part-I)
The particular of tests, frequency and Acceptance criteria are shown in table
Fine Aggregate (Sand)
IS: 2386 (Part-1 to 8), (Test Method) IS: 383-2016 (Specifications)
Sr. Particulars of Tests & Frequency Acceptance Criteria
Code for Method of
1 Gradation & F.M. 1-Test per 150 M3 (i) For Concrete IS:383-
IS: 2386-(Part-I) 1963. Concrete work. (ii) For Masonry mortar IS:
(iii) For Plaster IS:1542-1992
2. Specific Gravity (SPG) Once for approval As per relevant specification
& Water absorption, of source of supply & design.
IS:2386 (Part-3) 1963 subsequently in
case of doubt and
change in source.
3. Silt content. 1-Test per 150 M3 Not more than 3%
IS:2386 Concrete work
4. Alkali Aggregate Once for approval Relevant specification provision.
reactivity IS:2386(Part- of source of supply
7) 1963 subsequently in
case of doubt and
3.2.5 Initially before work commenced the entire test as mentioned in above
Table-1 shall be carried out at GERI or approved institute or approved private
laboratory. The source of sand shall have to specify by contractor and shall
be got approved jointly by Engineer-in-charge of work & Q.C.
The gradation of materials from any one source shall not vary in composition
beyond the range of value that governs in selecting source of supply. For
determining the degree of uniformity, determination of gradation & F.M.
shall be made upon representative samples furnished by the contractor from
such sources as he propose to use. Fine aggregate from any one source having
a variation in F.M. greater than + 0.20 from the average F.M. of
representative sample submitted by the contractor shall be rejected or may
be accepted subject to such change in the proportion of aggregate as the
Engineer may direct.
If contractor desires to change of source prior approval of Engineer-in-charge
shall have to be got well in advance and Engineer-in-charge shall give
approval after satisfaction on additional test carried out.
3.3 Field Test:
Field staff of QC shall have to be carried out tests like gradation, F.M., silt
content, at field laboratory at frequency 1 test per 150 m3 concrete work &
register for the same shall be maintained at site of work.
The fine aggregate should be stacked carefully on a clean hard surface so
that it will not get mixed up with dexterous foreign material.
Sand shall not be stacked in high conical heaps so that segregation of heavier
particles by sliding down may be prevented. It shall be placed in layers not
thicker than those resulting from lorry loads dumper on the same place.
3.5 Measurement:
When required to be measure, measurement shall be by volume with Cum.
as the unit. No deduction shall be made for the voids.
M-4. COARSE AGGREGATE (MACHINE CRUSHED METAL):
Coarse aggregate shall be of machine crushed stone (Machine Crushed metal)
of black trap basalt. Coarse aggregate shall be hard, strong, dense, durable,
clean of proper gradation and free from skin and coating likely to prevent
proper adhesion of mortar or concrete (Adherent coating) and free from
veins and free from injurious amount of disintegrator pieces, alkali,
vegetable matter and other deleterious substance.
The coarse aggregate shall generally be cubical in shape and as far as
possible flaky, elongated, coriaceous pieces shall be avoided. It shall
generally comply with the provisions of IS: 383-2016. Aggregate most of
which is retained on 4.75 mm IS sieve and containing only so much finer
material as is permitted as per IS:383-2016.
4.1 Size of aggregate (Provision in IS: 456-2000):
The nominal maximum size of coarse aggregate should be as far as possible
within the limit specified but in no case greater than one fourth (1/4) of the
minimum thickness of the member for plain cement concrete and In addition
to this for reinforced cement concrete it can be placed without difficulty so
as to surround all reinforcement thoroughly and fill the corner of the form.
For most work 20 mm aggregate is suitable where there is no restriction to
the flow of concrete in to section 40 mm or larger size may be permitted. In
concrete element with thin sections, closely space reinforcement or small
cover, consideration should be given to the use of 10 mm nominal maximum
Read to above para size of aggregate should be determined as follow.
4.11 For plain cement concrete (PCC):
(i) The nominal maximum size of > ¼ x Minimum thickness of
member Aggregate.
4.12 For reinforced cement concrete (RCC):
(i) The nominal maximum size of > ¼ x Minimum thickness of
member Aggregate. > The minimum clear distance
Between main bar – 5 mm.
> The minimum cover to the
Reinforcement – 5mm.
Whichever is smaller.
4.13 The minimum and maximum size of the aggregates may be between 4.75 mm to
mm. (about 3/16" to 3") & shall be well graded.
The range in grading of coarse aggregate shall be as follow.
(i) 40mm – 80 mm (Or 63mm) (Approximate 1 1/2" to 3" (or 2 1/2")
(iii) 10 mm – 20 mm (Approximately 0II" (1/2") to
(iv) 4.75 mm – 10 mm Grit. as available in market.
Engineer-in-charge may give relaxation to range in grading according to
availability in market.
4.2 Quality of coarse Aggregate.
4.21 Deleterious materials & its limit:
Deleterious material as described and its acceptance criteria for Machine
crushed metal shall be as per IS: 383-2016 when tested according to IS:
(Part-II)-1963, IS: 2386 (Part-I)-1963. In no case total of percentage of all
deleterious materials including material finer than 75 micron IS sieve (Silt
content) more than 5% by weight i.e. Deleterious material (Coal and lignite,
clay, slums) including silt content (3%) shall not be more than 5%.
4.22 Gradation:-
Graded coarse aggregates shall be supplied in the nominal size as per IS:
383-2016 or as per relevant specifications provision.
The particular of tests, frequency and acceptance criteria are shown in
Coarse Aggregates (Machine Crushed
Metal) IS: 2386 (Part-1 to 8) if method
IS: 383-2016: Specifications.
Sr. Particulars of tests & IS Frequency Acceptance Criteria.
No. Code for method of
1. Gradation 1- Test per 150 M3 As per relevant
IS:2386(Part-I)-1963 Concrete or as per specification provision.
2. Sp. Gravity (SPG) & Once for approval of SPG generally 2.5 to 3.0 &
Water absorption (WA) source of supply WA 1.0% to 1.50%.
IS:2386(Part-3)-1963 subsequently in
case of doubt and
change in source.
3. Flakiness & elongation - do - As per design.
IS:2386(Part-I)-1963
4. Impact value - do - As per IS:383-2016
IS:2386(Part-4)-1963 (i) Concrete – wearing
surface – 30% Max. (Wt.)
(ii) Overlaid s u r f a c e
Max.(Other than (i))
5. Alkali Aggregate - do - Relevant specification
Reactivity. provision.
IS:2386(Part-7)-1963
Initially before work commenced, kind of test as mentioned in above on
discretion power of Engineer-in-Charge shall be carried on function of
concrete at GERI or approved institute or approved private laboratory and
at the change of source of material again necessary test shall be carried out
as per directive of Engineer-in- Charge.
4.3 Field Test:-
The material coming out of the IS: sieve shall be in the grade ranging from
80mm (or 63mm) to 4.75 as specified or as determined as per IS:456-2000
(MSA as specified in specification or as determined as per IS:456-2000). Each
grade (80 mm (or 63 mm) – 40 mm, 40 mm – 20 mm, 20mm – 10 mm, 10mm
– 4.75mm (Grit) which ever applicable according to MSA shall be stacked
separately. The stack shall be considered as approved only if it conforms
the following criteria.
(1). The material retained on IS sieved corresponding to the upper limit of size
of stack not exceeding 15% by weight.
(2). The material passing through the IS sieve corresponding of the lower limit of
size of stack not exceeding 15% by weight.
(3). The sum of (1) and (2) above shall not exceed 20% by weight.
The gradation register shall be maintained at site. The frequency of test
shall be 1- test per 150 m3 concrete work.
The aggregate of different sizes shall be stacked or batched or stored
separately and handle in such a manner as to prevent inter mixing of
different size of aggregates required separately for grading purpose. No
foreign materials shall be allowed to be mixed up with aggregates. It shall
be covered to prevent mixing of dust etc. They shall be washed clean before
use/ the aggregates shall be stacked in one shape of frustum of pyramid of
standard size as per code of practice or as directed by Engineer-in-charge.
4.5 Measurement:
When required to be measured the measurement shall be by volume with
Cum. as the unit. No deduction shall be made for voids.
Table:-7 Specification of single size Coarse Aggregate (Clause-6.1 IS: 383-2016)
IS sieve Percentage passing for single size Aggregate
Designation MSA 63mm MSA MSA MSA MSA MSA
M-5 THERMO MECHANICALLY TREATED (TMT):
The thermo mechanically treated, popularly known as TMT shall conform to
IS- 1786. The steel shall be procured by the contractor and grade of steel
shall be Fe 415 (minimum). The contractor shall make suitable arrangement
for storage of the steel at site. In any circumstances steel produced by re-
rolling mills shall not be allowed to use. The steel shall be free from loose
mill scale, rust oil, grease, or any other harmful matter. The contractor shall
have to procure steel bars directly from manufacturers having BIS
certification or its authorized dealer. The contractor shall have to produce
original voucher / bill (Retail invoice or Tax Invoice). For the same along
with physical and chemical test report whenever asked by engineer in charge
The mechanical properties of the steel shall be as mention below.
TABLE – A (IS-1786-2008)
STRENG MECHANICAL PROPERTIES BEND TEST REBEND TEST
TH YIELD TENSILE ELONGATIO Up to & Over Up to & Over
GRADE STRESS STRENGT N %, Min, including 20mm. including 10mm.
& (YS) H (TS) on gauge 20mm. dia. 10mm. dia.
DESIG- length 5.65 dia. dia.
NATION N/mm2 N/mm2 square root ᴓ ᴓ ᴓ ᴓ
Fe500 500 8 % more 12 Mandrel Mandrel Mandrel Mandrel
than the Dia.=4 mm Dia.=5 mm Dia.=7 mm Dia.=8 mm
NOTE: The sample shall be considered to have passed in the bend test if there
is no transverse crack in the bent portion. The sample shall be considered
to have passed in the re-bend test if there is no fracture in the bent
The chemical composition of the steel shall be as mention below.
TABLE-B (IS-1786-2008)
CONSITITUENT PERCENTAGE MAXIMUM As Per IS-1786
Fe 415 Fe 500 Fe550 % max
Carbon 0.3 0.3 0.3
Phosphorus 0.06 0.055 0.05
Testing of steel shall be done for each size of bars and frequency mentioned
below of steel in government or government approved laboratory, to known the
physical properties of steel bars, like Nominal mass, 0.2 percentage proof
stress/yield stress, Elongation percentage, Tensile strength, Bend and re-bend. The
Charges for the same shall be recovered from RA/FINAL BILL of the contractor.
FREQUENCY FOR NOMINAL MASS,TENSILE,BEND AND REBEND TESTS
NOMINAL SIZE IN QUANTITY
mm FOR CASTS / BEATS BELOW 100 FOR CASTS / BEATS OVER
TONNES. TONNES.
Under 10 mm One sample from each 25 tonnes or One sample from each 40 tonnes
or part thereof
10 mm to 16 One sample from each 35 tonnes or One sample from each 45 tonnes
mm or part thereof
Over 16 mm One sample from each 45 tonnes or One sample from each 50 tonnes
or part thereof
The steel shall be either cold twisted or hot rolled or thermo mechanically
treated and shall confirm to IS:1786. The steel shall be free from loose mill scale,
rust oil, grease, or any other harmful matter.
TESTING CHARGES:
The testing charges shall be recovered from RA/FINAL BILL of the contractor
as per Section-3 Para No. 34.2 of tender.
For the purpose of payment, the bar shall be measured correct up to 10mm in
length Unit weight of bars shall be computed as per weight given in IS-1786-2008.
Specification for Indian steel or at the rate specified below:
TABLE-D (Table-1, Page-5 of IS-1786)
BAR DIA. UNIT WEIGHT BAR DIA. UNIT WEIGHT
In mm Kg / Rmt. In mm Kg / Rmt.
M-6 BINDING WIRE:
The binding wire for tying reinforcement shall be of soft & annealed mild
steel confirming to IS-280. The diameter of wire shall be of 1.63 mm or
1.22mm (16 or 18 gauge). The use of black wire shall be permitted for
binding reinforcement bars, it shall be free from rust, oil paint, grease, loose
mill scale or any other undesirable coating which may prevent adhesion of
M-8 SYNTHETIC ENAMAL PAINT:
The material shall be based on synthetic alkyd resin, free from natural resins
and their derivatives or their modifications in any form. The paint shall be
of standard manufacturing company and approved by engineer in charge and
shall confirm to IS-120.In case of big job/dispute, paint shall be tested in
govt. approved laboratory at the cost of contractor. The contractor shall
have to provide metallic test plate of size 300x200.x2mm. The shade of the
paint shall be as approved, and shall remain uniform for throughout the
work. The paint shall not show curding levering, caking or colour
separation and shall be free from lumps and skins Paint shall not show
excessive setting. The paint shall brush easily, possess good leveling
properties and show no running or sagging tendencies.
M-9 RED OXIDE PRIMER:
The Red oxide primer shall be of standard manufacturing company and
approved by Engineer in charge. In case of big job/dispute, primer shall be
tested in govt. approved laboratory. The testing charge of the same shall be
recovered from RA/FINAL BILL of the contractor. The red oxide primer shall
confirm to I.S.-35-1975.The contractor shall have to provide metallic test
plate of size 300.x200x2mm
M-11. Cement Mortar
11.1. Water shall conform to specification M-1, Cement shall conform to
specifications M-2 and Sand shall conform to M-3
11.2. Proportion of Mix
11.2.1. Cement and sand shall be mixed to specified proportion, sand being
measured by measuring boxes, the proportion of cement will be by volume on the
basis of 50 Kg/Bag of cement being equal to 0.0342 Cum. The mortar may be hand
mixed of machine mixed as directed.
11.3. Proportion of Mortar:
11.3.1. In hand mixed mortar, cement and sand in the specified proportions shall
be thoroughly mixed dry on a clean impervious platform by turning over at least
times or more till a homogeneous mixture of uniform colour is obtained. Mixing
platform shall be so arranged that no deleterious extraneous material shall get
mixed with mortar or mortar shall flow out. While mixing, the water shall be
gradually added and thoroughly mixed to from a stiff plastic mass of uniform colour
so that each particle of sand shall be completely covered with a film of wet cement.
The water cement ratio shall be adopted as directed.
11.3.2. The mortar so prepared shall be used within 30 minutes of adding water.
Only such quantity of mortar shall be prepared as can be used within 30 minutes
15.1. The bricks shall be hand or machine molded and made from suitable soils and
kiln burnt. They shall be free from cracks and flaws and nodules of free lime they
shall have smooth rectangular faces with sharp corners and shall be of uniform
colour. The bricks shall be- moulded with a frog of 100 mm. x 40 mm. and 10 mrn.
to 20 mm. deep on one of its flat sides. The bricks shall not break when thrown on
the ground from a height of 600 mm.
15.2. The size of modular bricks shall be 190 mm. x 90 mm. x 90 mm.
15.3. The size of the conventional bricks shall be as under: (9" x 4.3/8" x 2,3/4")
15.4. Only bricks of one standard size shall be used on one work. The following
tolerances shall be permitted in the conventional size adopted in a particular work.
Length + 1/8" (3.0 mm.) Width ± 1/16'' (1.50 mm.) Height + 1/16" (1.50 mm.)
15.5. The crushing strength of the bricks shall not be less than 35 Kg/Sq. Cm. The
average water absorption shall not be more the 20 percent by weight Necessary
tests for crushing strength and water absorption etc. shall be carried out as per I.S.
3495 (Part-l to IV)-1976 M-22. Structural Steel
22.1. All structural Steel! Shall conform to I S. 226-1985: The steel shall be free
from the defects mentioned in I.S 226-1975 and shall have a smooth finish. The
material shall be free from loose mill scale, rust pits or other defects affecting the
strength and durability. River bars shall conform to I.S. 1148-1973.
22.2. When the steel is supplied by the Contractor test certificate of the
manufacturers shall be obtained according to I.S. 226-1975 and other relevant
Indian Standards.
M-23. Galvanized Iron Sheets
23.1. The galvanized iron sheets shall be plain or corrugated sheets of gauges as
specified in item The G.I. Sheets shall conform to I.S.277-1977. The sheets shall be
undamaged in carnage and handling either by rubbing off of zinc coating or
otherwise. They shall have clean and bright surface and shall be free from dents,
bends, holes, rust or white powdery deposit.
23.2. The length and width of G.I. sheets shall be as directed as per site condition.
M-23.A: G.I. Valleys gutter, ridges
23.A.1. The G.I. ridges and hips shall be of plain galvanized sheets Class - 3 of the
thickness as specified in item. These shall be 600 mm. in width and properly bent
up to shape without damage to the sheets in process of bending.
23.A.2. Valleys gutters and flashings shall also be of galvanized sheet of thickness
as specified in item Valleys Shall be 900 mm. wide overall and flashing shall be
mm. wide overall they shall be bent to the required shape without damage to the
sheet in the process of bending.
M-26. Shuttering
26.1. The shuttering shall be either of wooden planking of 30 mm. minimum
thickness with or without steel lining or of steel plates stiffened by steel angles The
shuttering shall be supported on battens and beams and props of vertical bullies
properly cross braced together so as to make the centering rigid. In places of bullies
props, brick pillar of adequate section built in mud mortar may be used
26.2. The form work shall be sufficiently strong and shall have camber so that it
assumes correct shape after deposition of the concrete and shall b-j able to resist
forces caused by vibration of live load of men working over it and other incidental
leads associated with it. The shuttering shall have smooth and even surface and its
joints shall permit leakage of cement grout
26.3. If at any stage of work during or after placing concrete in the structure, the
form work sags or bulges out beyond the required shape of the structure, the
concrete shall be removed and work redone with fresh concrete and adequately
rigid form work The complete from work shall be got inspected by and got approved
form the Engineer-in- charge, before the reinforcement bars are placed in position
26.4. The props shall consist to bullies having 100 mm .minimum diameter measured
at mid length and 80 mm. at thin end shall be placed as per design requirement.
These shall rest squarely on wooden sole plates 40 mm. thick and minimum bearing
area of 0-10 sq.m laid on sufficiently hard base.
26.5. Double wedges shall further be provided between the sole plate and the
wooden props so as to facilitate tightening and easing of shuttering without jerking
26.6. The timber used in shuttering shall not be so dry as to absorb water from
concrete and swell or bulge nor so green or wet as to shrink after erection. The
timber shall be properly sawn and planed on the sides and the surface coming
in contact with concrete Wooden form work with metal sheet lining or steel plates
.stiffened by steel angles shall be permitted
26.7. As far as practicable, clamps shall be used to hold the forms together and use
of nails and spikes avoided.
26.8. The surface of timber shuttering that would come in contact with concrete
shall be well wetted and coated with soap solution before the concreting is done
Alternatively coat of raw linseed oil or oil of approved manufacture may be applied
in place of soap solution In case of steel shuttering either soap solution or raw
linseed oil shall be applied after thoroughly cleaning the surface. Under no
circumstances black or burnt oil shall be permitted.
26.9. The shuttering for beams and slabs shall have camber of 4 mm per meter (1
in 250) or as directed by the Engineer-in-charge so as to offset the subsequent
deflection For cantilevers, the camber at free end shall be 1/50 of the projected
length or as directed by the Engineer-in-charge.
M-31. Aluminum doors, windows, ventilators
31.1. Aluminum alloy used in the manufacture of extruded window sections shall
conform to I.S. designation HEAWP of I.S. 733-1975 and also to I S. Designation WVG-
WP of I.S 1285- 1975 The section shall be as specified in the drawing and design.
The fabrication shall be done as directed
31.2. The hinges shall be cast or extruded aluminum hinges of same type as in
window but of larger size.
31.3. The hinges shall normally be of 50 mm. projecting type. Non-projecting type
of hinges may also be used if directed. The handles of door shall be of specified
design A suitable lock for the door Operable either from outside or inside shall
be provided. In double shutter door, the first closing shutter shall have concealed
aluminum alloy bolt at top and bottom. Note:- Aluminum doors, windows,
ventilators shall be provided with I.S.I Mark So not detailed testing required.
M-33. Collapsible Steel Gate
33.1. The collapsible steel gate shall be in one or two leaves and size as per
approved drawings or as specified. The gate shall be fabricated from best quality
mild steel channels, flats etc. Either steel pulleys or ball-bearings shall be provided
in every double channel Unless otherwise specified the particulars of collapsible
gate shall be as under.
(a) Pickets: These shall be of 20 mm. M.S. channels of heavy sections unless
otherwise shown on drawings. The distance center to center of pickets shall
be 12 cms. with an opening or 10 Cms
(b) Pivoted M.S. flats shall be 20 mm x 6 mm
(c) Top and bottom guides shall be from tee of flat iron of approved size.
(d) The fittings like stoppers fixing, locking cleats, brass handles and cast iron
rollers shall be of approved design and size
44.1. (A) Oil paints :
44.1.1. Oil paints shall be of the specified colour and as approved the ready mixed
paints shall only be used. However, if ready mixed paint of specified shade or tint
is not available white ready mixed paint with approved stainer will be allowed in
such a case the contractor shall ensure that the shade of the paint so allowed shall be
44.1.2. All the paints shall meet with the following general requirements
(i) Paint shall not show excessive setting in a freshly opened full can and shall easily
be ready spread with a paddle to a smooth homogeneous state. The paint shall show
no curdling, levering caking or colour separation and shall be free from lumps and
(ii) The paint as received shall brush easily, possess good leveling properties and
show no running or sagging tendencies
(iii) The paint shall not skin within 48 hours in a three quarters filled closed container
(iv) The paint shall dry to a smooth uniform finish free from roughness, grit
unevenness and other imperfections
44.1.3. Ready mixed paint shall be used exactly as received horn the manufacturers
and generally according to their instructions and without any admixtures
44.2. (B) Enamel paints:
44.2.1. The enamel paint shall satisfy in general requirements in specification of oil
paints, Enamel paint.
Note:- Paints (All Type paints) shall be of Standard Branded and provided with
I.S.I Mark. So not required detailed testing required.
M-45. French Polish
45.1. The French polish of required tint and shade shall be prepared with the below
mentioned ingredients and other necessary materials:
(i) Denatured spirit of approved quality (ii) Chandras (iii) Pigment.
M-48. Rough Kotah Stone
48.1. The Kotah stones shall be hard even, sound, and regular in shape and
generally uniform in colour. The colour of the stone shall generally be green Brown
coloured shall not be allowed for use they shall be without any soft veins, cranks of
48.2. The size of the stones to be used for flooring shall be of size 600 mm x 600 mm
and/or size 600 mm. x 450 mm as directed However smaller sizes will be allowed
to be used to the extent of maintaining required pattern. Thickness shall be as
48.3. The edges of minus 30 mm on accounts of chisel dressing of edges shall be
permitted for length as well as breadth. Tolerance in thickness shall be + 3 mm
48.4. The edges of stones shall be truly chiseled and table rubbed with coarse sand
before paving. All angles and edges of the stones of shall be true, square and free
from chipping and surface shall De true and plain
48.5. When machine cut edges are specified, the exposed and the edges at joints
shall be machine cut The thickness of the exposed machine cut edges shall be
M-49. Polished Kotah Stone
49.1. Polished kotah stone shall have the same specification as per rough kotah
stone except as mentioned below
49.2. The stones shall have machine polished surface. When brought on site, the
stones- shall be single polished or double polished depending upon its use. The
stones for paving shall generally be single polished The stones to be used for dedo,
skirting, sink, veneering, sills steps etc. where machine polishing after the stones
are fixed in situ is not possible shall be double polished.
M-56. Galvanized from pipes and fittings
56.1. Galvanized iron pipes shall be of the medium type and or required diameter
and shall comply with I.S. 1239- 1979. The specified diameter of the pipes shall
refer to the inside diameter of the bore. Clamps, screw and all galvanized iron
fittings shall be of the standard ' R ' or equivalent make.
M-77. Selected Earth
77.1. The selected earth shall be that obtained from excavated material or shall
have to be brought from outside as indicated in the items If item does not indicate
anything the selected earth shall have to be brought from outside.
77.2. The selected earth shall be good yellow soil and shall be got approved from
the Engineer-in-charge. In no case black cotton soil or similar expansive and
shrinkable soil shall be used. It shall be clean and free from all rubbish and
perishable materials, stones or brick bats. The clods shall be broken to a size of
mm or less. Contractor shall make his own arrangement at his own cost for land for
borrowing selected earth. The stacking of material shall be done as directed by the
Engineer-in-charge in such a way not to interfere with any construction all activities
and in proper stacks.
77.3. When excavated material is to be used only selected stuff got approved from
the Engineer-in-charge shall be used. It shall be stacked separately and shall,
comply with all the requirements of selected earth mentioned above
M-78. Barbed Wire
78.1. The barbed wire shall he of galvanized steel as per standard quality. The
barbed wire shall be of types-I whose nominal diameter for line wire shall be
mm. and point wire 2 24 mm. The nominal distance between two barbs shall be
mm unless otherwise specified in the item. The bribed wire shall be formed by
twisting together two tine wires. One containing the barbs. The size of the line and
point wires and barb spacing shall be as specified above. The permissible deviation
from the nominal diameter of the line wire and point wire shall not exceed +
78.2. The barbs shall carry four points and shall be formed by twisting two point
wires, each two turns tightly round one line wire making altogether four complete
turns. The bards shall have a length of not less than 13 mm and not more than
mm. The point shall be sharp and cut at an angle not greater than 35 degree of the
axis of the wire forming the barbs.
78.3. The line and point wires shall be circular in section, free from scale and other
defects and shall be uniformly galvanized. The line wire shall be in continuous
length and shall not contain any welds other than those in the rod before it is drawn.
The distance between two successive splices shall not be less than 15 meters.
Signature of Contractor
Mandvi Nagarpalika,
: SPECIFICATIONS OF MATERIALS FOR ELECTRICAL WORK:
1.0 Wiring Rules:
The installation generally shall be carried out in conformity with relevant Indian
Standard Specifications and code of practices prevalent. Indian Electricity Rule
and Indian Electricity Act 1910 as amended from time to time.
2.0 Conductors:
All conductors unless otherwise specified shall not be less than 1.5 Sq. mm. for point
wiring and 2.5 Sq. mm. for mains conductors for power and lighting. Circuits shall
be of adequate size to carry the designed circuit load without exceeding permissible
thermal limits for the installation and such sizes will be stipulated in specifications
and or drawings.
3.1 All cables shall conform to relevant Indian Standard.
3.2 Conductors of all cable except the flexible cable shall be of aluminum. The smallest
aluminum conductors for the final circuit shall have nominal cross section area of
not less than 1.5 Sq. mm. The minimum size of the aluminum conductors for power
wiring shall be 4 Sq. mm.
3.3.1 Conductors of flexible cables shall be of copper. The minimum cross sectional area
of such a cables shall be 14.0193 mm. The flexible cable shall have uniform and
adequate insulation.
3.3.2 Unless the flexible cable and conductors are protected by amour or through rubber
or PVC Sheath, these shall not be used in workshops and other places where they are
liable to mechanical damage.
3.3.3 Core flexible cable shall be used for connecting single phase appliances for phase,
neutral and earth connections.
4.0 Rating of lamps:
4.1 Incandescent lamps installed in residential and non-residential building shall be
rated at 60 watts and 100 watts respectively.
4.2 5 Amp. socket outlet points and 15 Amp. sockets outlet points shall be rated at
watts and 1000 watts respectively for the purpose of load assessment unless value
of the load are known or specified.
5.0 Polarity Test:
In a two wire installation a test shall be made to verity that all switches in every
circuit have been fitted in the same conductor throughout and such conductor shall
be labeled or marked for connection to the phase conductor or to the non-earthed
conductor of the supply.
6.1 All switches (other than those of iron clad pattern) carrying current of 10 Amp. and
above shall be fitted for back connection and shall be suitably protected.
6.2 All switches and circuit breakers shall be constructed in accordance with the I.S.
4237-1967. General requirement of switch gear and control gear for voltage not
exceeding 1000 volts and other relevant I.S. provided also the spring shall be either
of phosphor bronze or steel shall be copper or Nickel plated and that handle shall
be so fastened bronze or if steel shall be copper or Nickel plated and that handle
shall be so fastened that they do not tend to unscrew or become loose.
6.3 All main switches shall be either of metal clad enclosed pattern or of any insulated
enclosed pattern, which shall be fixed at close proximity to the point of entry of
6.4 Switch boards shall be erected above gas, stoves or sinks or within 2.5 m. of any
washing unit in the washing rooms of laundries or in the bath rooms, lavatories,
toilet or kitchens.
6.5 A switch board not be installed so that its bottom is within 1.25 m. above the floor
unless the front of the switch board is completely enclosed by a door or the switch
board is located in a position to which only authorized persons have access.
7.0 Switch board and Distribution board:
7.1 For small installations connected to a single phase 230 volts supply teak wood boards
may be caused as main boards or sub boards. These shall be of seasoned teak or
other durable wood with solid back impregnated with varnish of approved quality
with all joints dovetailed.
7.2 In writing a branch board, total load of the consuming devices shall be divided, as
far as possible, evenly between the number of ways of the boards leaving the spare
circuit for future extension.
8.0 Passing through walls and floors:
8.1 Where conductors pass through walls one of the following methods shall be
employed. Care shall be taken to see that wires pass very freely through protective
pipe of box and that the wires pass through in a straight line without any twist or
cross in wires, on either ends of such holes.
(a) A teak wood box intending through whole thickness of the wall shall be buried in the
wall and casings or conductors shall be carried so as to allow 1.3 cms. Air space on
three sides of the casing conductor.
(b) he conductor shall be carried either in a rigid steel conduit conforming to I.S. 1653-
1964 specification for Rigid steel conduits of electrical wiring (Revised) or a rigid
nonmetallic conduit conforming to I.S. 2509-1963 specification for Rigid nonmetallic
conduits for Electrical installations, or in a porcelain tube of such size which permits
easy drawing in the end of conduit shall be neatly bushed with porcelain wood or
other approved material.
(c) Insulated conductor while passing through floors shall be protected from mechanical
injury by means of rigid steel conduits (See I.S. 1653-1964) to height not less than
1.5 mt. above the floors and flush with the ceiling below. The steel conduit shall be
earthen and securely bushed.
8.2 Where a wall tube passes outside a building so as to be exposed to weather, to outer
end shall be belt mounted and turned down wards and properly bushed on the open
9.0 Lamp Holders:
Lamp holder for use on brackets and the like shall be in accordance with I.S. 1258-
1967 specification of Bayonet lamp holder and all those for use flexible pennants
shall be provided with cord grips. All lamp holders shall be provided with shade
carried. Where center contacted-son screw lamp holders are used, the outer
or screw contacts shall be connected to the middle wire, the neutral, and the
earthed conductor of the circuit.
10.0 Outer Lamp:
External and road lamps shall have weather proof fittings of approved design so as
to effectively prevent the admission of moisture. An insulating distance piece of
moisture proof materials shall be inserted in the fittings. Flexible cord and grip lamp
holders shall not be used where exposed to weather. In verandahs and similar
exposed situations where pendants are used, they shall be of fixed road type.
All incandescent lamps, unless otherwise required and suitably protected, shall be
hung at a height of not less than 2.5 m. above the floor level. They shall be in
accordance with I.S. 418-1957 specification for Tongster Filament General Service
Electric lamps.
12.0 P.V.C. insulated P.V.C. sheathed or T.R.S. wiring system:
This system of wiring is suitable for low pressure installation and shall not be used
in places exposed to sun and rain nor in damp places, provided they are sheathed in
the special approved protective covering and well protected to withstand dampness.
12.2 Attachment to walls and ceiling:
12.2.1 All cables on Brick walls, stone or plastered walls ceiling shall be run on well-
seasoned, perfectly straight and well varnished on four sides. Teak wood or any
approved hardwood battens, prior to erection. These shall be painted with one coat
of varnish or approved paint of colour to match with surrounding. These battens
shall be secured to wall and ceilings by flat head wood screws to raws plug or Phil
plug at an interval not exceeding 75 cm. Wood plug can be used only with special
approval of the Engineer-in-charge. The flat head wood screws shall be counter
within wood batten and smoothed down with file.
12.2.2 Where wiring is to be carried out along the face of the rolled steel joints a wooden
battens of adequate width shall first be laid on the same dipped to it as
inconspicuously as possible. The wiring should then be fixed to this backing in the
ordinary way, where wiring passes through structural steel work. The hole shall be
suitably bushed to prevent the abrasion of the cables.
Signature of Contractor
Mandvi Nagarpalika,
GENERAL SPECIFICATIONS FOR CONCRETE WORK
The work covered by this chapter consists of furnishing all materials , equipment
and labour for manufacture, transport, placing , finishing and curing of concrete in the
structure included in these specifications and performing all the functions necessary for
and ancillary to the work.
The item of concrete will have to be split up into several items according to the
grade of concrete to be used and its location and will be measured and paid accordingly.
The general specifications described hereinafter shall, however, in relevance apply to all
the concrete items.
As per Specification of Principal Material
Water shall confirm to specification M-1
Cement shall confirm to specification M-2 Fine Aggregate (Sand)
shall confirm to specification M-3
Coarse Aggregate (Machine Crushed Metal) shall confirm to specification M-4
Concrete shall be composed of cement, fine aggregate (natural sand) coarse crushed
aggregates and water, all well mixed in proper proportion and brought to the proper
consistency. Whenever so ordered by the Engineer, admixtures shall be added as stated in
the special conditions. The exact proportions of each type of aggregate will be determined
and adjusted from time to time on the mechanical analysis of the aggregates stock piles,
and tests of resulting concrete test cubes. In general, the design mix proportion shall be
adjusted to produce a durable, plastic and workable concrete, suitable for the specific
condition of placement and design strength as specified in each case.
The specifications for the cement, fine and coarse aggregates and water shall be
strictly adhered to as directed.
CLASSIFICATION:
For all items of concrete in any portion of the structure or its associated works, shall
be of design mix as specified in specification of item or as decided by engineer in charge
as per provision made in IS-456-2000 Page No-23 cluse-9.3. The cement concrete work to
be carried out are classified in grades as mention in item of work. Following table is
provided for general guidance to the contractor. There may be change in criteria like water
cement ratio, slump, aggregate size and proportion etc., for which contractor is bound to
carryout work without claiming any extra cost. The cement level mention in the Table-:
AA, given below are tentative and for general guidance only.
The design mix for different grade of concrete to be used will be furnished by the
Sr Grade of MSA Min. Min Comp Min Cement W/C Remarks
No. concrete Comp. Strength at cement level Ratio
Strength Lab. On level consider in PCC/
at field on 15x15x15 cms. Req. as the rate RCC
15x15x15 Preliminary test per IS PCC/RCC
cms cube cube PCC/RCC
mm Kg/cm2 at Kg/cm2 at 28 Kg/cum Kg/cum
Available --- --- Mild
80 133 161 Not 190 0.60 exposure
Available --- --- condition
N.A 300 N.A For P.C.C
N.A 280 N.A exposure
80 184 212 N.A 240 0.6 condition
300 360 0.55 severe
300 380 0.5 Extreme
80 296 323 N.A -- -- moderate
N.A 340 -- exposure
320 410 0.45 For RCC
290 382 0.45 exposure
80 357 390 -- -- -- condition
1 Concrete works classified as above shall be designed with reference to the field strength
shown in above table. Other requirements shall have to be adjusted to obtain this
strength in each case incl. cement level. Indicated in above table
2 Compressive strength mention in column no-3 is based on characteristic compressive
strength compliance requirement given on table-11 page no-30 of IS-456-2000. And it
is the average characteristic compressive strength of three specimens.
3 Compressive strength mentioned in column no-5 is based on para-9.2.2 (page no-22) of
IS-456-2000 (The target mean strength of concrete Mix should be equal to the
characteristic strength plus 1.65 times the std. deviation.). Standard. Deviation of
is taken for M-10 & M-15, 4.0 is for M-20 & M-25, and 5.0 is for M-30 as per IS-456, Page-
4 The test result of the sample shall be the average of the strength of three specimens.
The individual variation should not be more than (+) or (-) 15 percentage of the average.
5 The characteristic strength compliance requirement mentioned in column No-3 and
target mean strength mentioned in above para-3 are based on 'GOOD QUALITY
6 For every one kg of cement required to be reduced than that of stated in column No-7
of Table-AA in each case based on approved laboratory design mix/nominal mix, the
recovery shall be made at Rs. 5.45 + Applicable G.S.T. Per kg. of cement. And for
every one kg of cement required to be added than that of stated in column No-7 of
Table-AA, in each case based on approved laboratory design mix/nominal mix, NO
EXTRA payment shall be made.
7 Curing period shall be 14 days (min.) for Concrete.
8 Above details are primarily given for the guidance of contractor while quoting there
tender rate and is only informative for the general requirement of concrete. While at
the time of execution, Concrete mix design of stipulated or designated grades of
concrete shall be carried out at nearest GERI laboratory Or Govt. laboratory or Govt.
approved private laboratory.
Acceptance Criteria:
(i) Compressive strength: The concrete shall be deemed to comply with the strength
requirements when both the following condition are mate
(a) The mean strength determined from any group of four consecutive test result comply
with appropriate limits in Col.2 of Table-11 Given on pg. no, 30 of IS: 456-2000
(b) Any individual test result comply with appropriate limit in column 3 of table-11 given
Design Mix Concrete
The design mix shall be design to produce the grade of concrete having the required
workability and characteristic strength and target mean strength not less than appropriate
values given in Table-AA column-4 & 5 respectively. Mix design done earlier not prior to one
year or one season change (whichever is less) may be considered adequate for later work
provided there is no change in source of quality of materials. The design mix shall be carried
out in Govt. Laboratory or (GERI) or Govt. Approved Private Laboratory as per IS-10262.
Forms for concrete IS-457 shall be applied
Sampling & Strength of Designed Concrete Mix/Nominal Mix (Provision of IS:457-1957)
Sample from fresh concrete shall be taken as per IS:1199 and cubes shall be
made, cured and tested at 7 days and 28 days in accordance with IS:516.
Sampling Procedure: A random sample procedure shall be adopted.
Frequency: (IS: 457-1957) the minimum frequency of sampling of concrete of each grade
for compressive strength shall be in accordance with the following
Quantity of concrete in the work, m3 Numbers of samples.
(i) Approximately each 380 m3 1 sample for 7 days and 1 sample
of mass plain cement concrete for 28 days per shift per mixing
(ii) Approximately each 190 m3 of mass ----------------do--------------
reinforced cement concrete.
Three test specimen shall be made for each sample for testing at 7 days and
Test Result of Sample
The test result of sample shall be the average of the strength of three specimen the
individual variation should not be more than ± 15% of the average. If more the test result of
the sample are invalid.
Slump test at field shall be carried out frequency of sampling for compressive strength
Acceptance criteria for concrete grade: (Compressive strength) (IS: 456-2000)
If the concrete is deemed not to comply pursuant to above criteria action needed as per IS
456- 2000 shall be taken. Other not specified matters shall be considered as per IS 456-
2000. The concrete shall be deemed to comply with the strength requirement when the
following condition are met.
Inspection of Foundation before Concrete Placement:
Following care shall be taken for rock surface, soil surface & concrete surface.
Check lines & levels.
Inspect with hammer for hollow sound.
Remove loose rock.
Clean with air and water jets under pressure.
Keep surface wet for wet for 24 hrs before placement of concrete.
Ensure adequate drainage or dewatering or caulking for leaks.
Remove loose or soft patches.
Moister the surface to a depth of about 15 cm for 24 hrs before placement of
Do tamping or rolling.
Concrete Surface:
Remove loose material.
Existing concrete should be wet sand blasted & washed thoroughly.
Completely dried immediately prior to placement.
BATCHING AND MIXING EQUIPMENTS:
All ingredients of the concrete should be used by mass only except water. Batching shall
be done either by automatic computerized/electronic weigh batcher or by mechanical weigh
batcher attached with concrete mixer or Weighing scale. The equipment and its operation
shall at all times be subject to the approval of the engineer in charge. Calibration of weigh
batching shall be done periodically. Steel measuring boxes of adjustable bottom shall only be
allowed in special circumstances, for very small quantity of concrete and subjected to prior
written permission of engineer in charge. Calibration of mechanical weigh batcher attached
with concrete mixer (Ajex) shall be carried out prior to use it. Any other requirement for
better batching may be required as per site shall have to be arranged by contractor as per
instruction of Engineer-in-charge.
Specification laid down in IS-457 shall be applicable. The mixing of concrete shall be
done in a batch mixer/mechanical mixer of such approved type as will ensure the
homogeneous mixing of ingredients. The ingredients shall be fed into the mixer
simultaneously. A small portion (5 to 10%) of water be fed first and remaining water shall be
added uniformly and simultaneously when all other materials are in the mixer. Mixing time
shall be generally 2 minutes or as instructed by the engineer in charge.
HANDLING AND CONNVEYING:
Specification laid down in IS-457 shall be applicable. The handling and conveying of
concrete from the mixer to the place of final deposit shall be done as rapidly as practicable
and without any objectionable separation or loss of ingredients. Whenever the length of haul
from the mixing plant to the place of deposit is such that the concrete unduly compacted or
segregates, suitable agitator’s type conveying system shall be used. Where, concrete is being
conveyed on chutes or on belts, the free fall or drop shall be limited to 1.50mt unless
otherwise permitted. Concrete shall the place within 30 minutes after mixing and by method
which will prevent segregation and loss of ingredients. The distance between the mixer and
place of concreting and also mode of transport of concrete shall be subject to the prior
FORMS FOR CONCRETE: IS: 457 shall be applicable.
The forms for concrete work shall have sufficient strength and rigidity to hold
and to with stand the pressure of fresh concrete during compaction, incl. live
load and shaped to the required line within the tolerance specified. The
tolerances specified are for finished concrete surface and not for the forms. For
further details regarding design, details, etc reference may be made to IS-
14687. As far as possible; the forms shall be of steel material. The supports shall
be so arranged to keep the maximum deflection within 1/360 of the span.
Suitable devices shall be used to hold corners, adjacent ends of panels of other
forms together in accurate alignment, during compaction of concrete by vibrator
or other means. The forms and their joints shall be tight enough to prevent loss
of mortar or water from concrete while vibrating The contractor shall prepare
detail design and drawings for the execution of formwork, centering, support
system and temporary works as per IS requirement and shall have to submit well
in advance for approval to the engineer in charge The contractor shall be
responsible and liable to pay all claims and compensation arising from any loss
or damage to life and property due to any deficiency, failure of centering or the
temporary works.
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2. Pre-Qualification Criteria1.pdf
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4. Schedule-B1.pdf
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