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Tender Value
₹23.4 L
EMD Value
₹24,000
Closing Date
5 Sept 2026, 6:00 pmClosed
Executive Engineer, Damanganga Canal Inv. Dn, Valsad
Providing and Fixing Partition system for office of DPC-Valsad, DCIDValsad, PSD1-Valsad, PSD2-Valsad and Damanganga Flood cell-Valsad, including Electrification and Shifting of Office belongings from Damanganga Bhavan Valsad to KBC, Abrama.
339205
07 of 2026-27
Open
Civil - All
Works
Valsad
7 documents required · 7 mandatory
₹900
Executive Engineer, Damanganga Canal Inv. Dn,Valsad
₹24,000
27 Aug 2026
27 Aug 2026
27 Aug 2026
5 Sept 2026
27 Aug 2026
Name of Work:- Providing and Fixing Partition system for office of DPC-Valsad, DCID-
Valsad, PSD1-Valsad, PSD2-Valsad and Damanganga Flood cell-Valsad,
including Electrification and Shifting of Office belongings from
Damanganga Bhavan Valsad to KBC, Abrama.
Period of sale of bidding Up to Date:05/09/2026 up to 18.00 Hrs.
document online
Time and Date of Pre-Bid -
Time and Date of opening of Pre- -
Qualification Bid online
Place of opening of Pre- -
Qualification Bid online
Department Name Narmada, water Resources, water Supply and Kalpasar
Department, Government of Gujarat
Circle / Division Damanganga Canal Inv. Dn, Valsad
Name of Project Damanganga Project
Name of work Providing and Fixing Partition system for office of DPC-
Valsad, DCID-Valsad, PSD1-Valsad, PSD2-Valsad and
Damanganga Flood cell-Valsad, including Electrification
and Shifting of Office belongings from Damanganga
Bhavan Valsad to KBC, Abrama.
Estimated Contract Value Rs.
Period of completion (in Days) 20 Days
Bidding Type Open
Bid Call (Nos) One
Tender Currency Type Single Indian Rupee (INR)
Tender Currency Settings Indian Rupee (INR)
Joint Venture Not allowed
Rebate Applicable
Bid Document Fee Rs.
Bid Document Fee Payable to Executive Engineer, Damanganga Canal Inv. Dn,Valsad
Bid Security / EMD (INR) Rs. 24,000/
Bid Security / EMD in favour of Executive Engineer, Damanganga Canal Inv. Dn,Valsad
Bid Document downloading Up to Date: / /2026 up to 18.00 Hrs.
Bid Document downloading end Up to Date: 04/09/2026 up to 18.00 Hrs.
Pre-Bid Meeting Not Applicable for this work.
Last Date & Time for receipt of Up to Date: 04/09/2026 up to 18.00 Hrs.
Last Date of Time for Physical Date: 09/09/2026 up to 18.00 Hrs.
submission of DD for tender
Fee& EMD (FDR,BG) etc.
Sign.of the Contractor Sign. of the Executive Engineer
Bid Validity Period 120 days counted from the date of online opening of
Remarks 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 ‘Executive Engineer, Damanganga Canal
Investigation Division,Valsad. within 7 Days from the
last day of bid submission i.e. up to date.09/09/2026
time 18:00. If Tender fee and Bid Security /E.M.D. is not
paid as shown in bid document, action to hold his
registration in abeyance shall be taken and his E-
tendering code will be cancelled for one year. In the case
of E.M.D. exemption certificate, it shall have to be
submitted electronically through online. Any other
documents in supporting of tender bid shall be
submitted in electronic format only through online (by
scanning etc.) & hard copy will not accepted separately.
Pre-Qualification opening date As per 3 (B)- Viii on page no.03
Officer inviting Bids Executive Engineer, Damanganga Canal Inv. Dn, 2nd
Floor, Damanganga Bhavan, B/H JillaSeva Sadan-1,
Valsad-396001 Ph.(02632)
Bid opening Authority Executive Engineer
Address Damanganga Project Circle, 2nd Floor, Damanganga
Bhavan, B/H JillaSeva Sadan-1, Valsad-396001
Contact Details Phone No. (02632)
e-mail: [email protected]
Sign.of the Contractor Sign. of the Executive Engineer
STANDARD BIDDING DOCUMENT
COMPLETE BIDDING DOCUMENT
NAME OF WORK: Providing and Fixing Partition system for office of DPC-
Valsad, DCID-Valsad, PSD1-Valsad, PSD2-Valsad and Damanganga Flood cell-
Valsad, including Electrification and Shifting of Office belongings from
Damanganga Bhavan Valsad to KBC, Abrama.
ESTIMATED COST RS.
GOVERNMENT OF GUJARAT
NARMADA, WATER RESOURCES, WATER SUPPLY
& KALPSAR DEPARTMENT
OFFICE OF THE SUPERINTENDING ENGINEER
DAMANGANGA PROJECT CIRCLE, VALSAD
This is a generic SBD to be used for civil works. Each user/concern department needs
to examine and put up their particular bidding requirement like; qualification criteria,
contract Data etc., marked at [#] while finalizing their own bidding process.
Sr No Section Description Page
1 Invitation for Bid (IFB)
2 Section -1 Instructions to Bidders
3 Section -2 Qualification Information
4 Section -3 Conditions of Contract
5 Section -4 Contract Data
6 Section -5 Technical Specification (Page No.)
7 Section -6 Form of Bid
8 Section -7 Bill of Quantities (Page No.)
9 Section -8 Securities and Other Forms
10 Section -9 Drawings
11 Section -10 Documents to be furnished by Bidder
Sign.of the Contractor Sign. of the Executive Engineer
INVITATION FOR BID
Sign.of the Contractor Sign. of the Executive Engineer
NATIONAL COMPETITIVE BIDDING
1. The Executive Engineer, Damanganga Canal Investigation Division, Valsad, 2nd Floor,
Damanganga Bhavan. invites bids for theconstruction of works detailed in the table. The bidders may
submit bids for any or all of the following works.
Packa Name of work Approximate Bid security Cost of Period of # Class of
ge Value of (Rs.)1% document completio Registration /
No. works (Rs.) Tender n Category of
Fee contractor if
1 Providing and 2336282.63 24,000.00 900.00 20 days Class E1 &
Fixing Partition Above
system for office
PSD2-Valsad and
Flood cell-Valsad,
Electrification
and Shifting of
Office belongings
Bhavan Valsad to
1. Prospective / Interested bidder may download the Bid Documents from website
https://www.nprocure.com free of cost till the Time and Date as mentioned on online NIT at website
https://www.nprocure.com.
#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 Executive Engineer,
Damanganga Canal Investigation Division, Valsad. and in favour of ‘Executive Engineer, Damanganga
Canal Investigation Division, Valsad..’. 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 #‘Executive Engineer, Damanganga Canal Investigation Division, Valsad. within 7 Days from the
last day of bid submission.
Penaltative action for not submitting Demand Draft / FDR / Bank Guarantee in original to
Executive Engineer / Tender Inviting Authority by bidder shall be initiated.
2. Bids received online, will be opened on the time, date and place as specified in the online NIT at
website https://www.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.
3. A pre bid meeting will be held on / /2025 at 12:00hrs. at the office of The Superintending
Engineer, Damanganga Project Circle, Valsad 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. (Not Applicable)
4. #Bid Security (EMD) is equal to 1% of Estimated Amount put to bid / tender and should be rounded
off to the next thousand rupees.
5. Other Information is as under:
Sign.of the Contractor Sign. of the Executive Engineer
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,
# For the works costing up to Rs. 7.5 crore (WRD Works), R s . 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 (Applicable for this work)
(i) 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. 0.50 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 Executive Engineer
within 7 days from last day of submission of Bid.
(ii) Bid Document Fee / Tender Fee
(iii) Bid Security / EMD or Valid EMD Exemption Certificate of Appropriate Class of
Registration of Approved Contractors
(iv) Registration Certificate of Appropriate Class- “E1” and above
(v) Registration Certificate of Special Category - Building and Category – II.
(vi) GST Number
(vii) Work Experience , if necessary
(viii) Other Documents – Bid Capacity is required so annual turnover certificate of last five year and
work on hand details should be scanned compulsory. ( If Applicable).
# For the works costing Above Rs. 7.5 crore (WRD 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 (Not Applicable)
(i) For the works costing above Rs. 7.5 crore 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 Executive Engineer within 7 days from last day of submission of Bid.
(ii) Bid Document Fee / Tender Fee
(iii) Bid Security / EMD or Valid EMD Exemption Certificate of Appropriate Class of
Registration of Approved Contractors
(iv) Registration Certificate of Appropriate Class- “E1” Class
Sign.of the Contractor Sign. of the Executive Engineer
(v) Registration Certificate of Special Category - Road/ Building and Category I / II /
III, if required
(vi) GST Number
(vii) Work Experience - ( Refer 4.5.3(b) & minimum Qualifying criteria )
(viii) Other Documents - (Refer clause no 4.5,4.7,12, appendix to ITB, section -2 minimum
Qualifying criteria etc)
Sign.of the Contractor Sign. of the Executive Engineer
INSTRUCTIONS TO BIDDERS
Sign.of the Contractor Sign. of the Executive Engineer
Section 1: 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 Bids
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 Bidding 13 27. Correction of Errors
10. Amendment of Bidding 14 28. Deleted
29. Evaluation and Comparison
of Financial Bids
C. Preparation of Bids 30. Deleted
11. Language of Bid
12. Documents Comprising 15 F. Award of Contract
13. Bid Prices 15 31. Award Criteria
14. Currencies of Bid and 16 32. Employer’s Right to Accept
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 Proposals By 17 35. Advance Payment and
Bidders Security
18. Format and Signing of Bid 17 36. Dispute Review Expert
37. Correct or Fraudulent
Sign.of the Contractor Sign. of the Executive Engineer
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 synonymous.
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 bid.
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: (NOT APPLICABLE)
(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
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
Sign.of the Contractor Sign. of the Executive Engineer
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 4.5.9 below
4.5.2 Base year and Escalation (Not Applicable)
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 tender 2026-27
Applicant should indicate actual figures of costs and amount for the works
executed by them without accounting for the above-mentioned factors.
In case the financial figures and value of completed works are in foreign
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. (Not Applicable)
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.
The works may have been executed by the applicant as prime contractor or
as a member of a joint venture or as a nominated sub-contractor. As
subcontractor, he should have acquired the experience of execution of all major
items of works under the proposed contract. In case a project has been executed
by a joint venture, weight towards experience of the project would be given to
each joint venture in proportion to their financial participation in the joint
venture if work executed jointly otherwise as per the scope of work define in
Joint Venture agreement.
Substantially completed works means those works which are at least 90 %
completed as on the date of submission (i.e. gross value of work done up to the
Sign.of the Contractor Sign. of the Executive Engineer
last date of submission is 90 % or more of the original contract price) and
continuing satisfactorily.
For these, a certificate from the employers shall be submitted along with the
application incorporating clearly the name of the work, contract value, billing
amount, date of commencement of works, satisfactory performance of the
contractor and any other relevant information.
(the experience certificate should be signed by the officer not below the rank of
(c) Contractor should have completed 60% of quantity of principal items of work like
rubble, earthwork, geo fabric etc. within last five finical years as shown in below
table. Certificate of competent authority of work done with detail shall be produced.
Sr no Item Minimum requirement
4.5.4. Personnel Capabilities.
Availability for his work of personnel with adequate experience as required; as per
Appendix To ITB.
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 requirements.
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
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
Made misleading or false representation in the forms, statements submitted, and / or
Sign.of the Contractor Sign. of the Executive Engineer
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.
#4.6 JOINT VENTURE: (Maximum 3 Members i.e. 1 Lead & 2 Others)
(Not Applicable)
(Applicable only for estimated project cost of 50 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 para
4.5.3 & 4.5.6 above. The joint venture must collectively satisfy the criteria of para
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 & 4.5.8 above.
(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 Employer.
4.7. Bid Capacity. (Applicable)
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 Progress.
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
N = Number of years prescribed for completion of the works for which the bids are
Note :- In Case of joint venture, the available bid capacity will be applied for
each partner to the extent of his proposed participation in the
execution of the work.
Sign.of the Contractor Sign. of the Executive Engineer
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
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
The costs of visiting the site shall be at the Bidder’s own expense.
Sign.of the Contractor Sign. of the Executive Engineer
B. 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, 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
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 (Not Applicable)
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 appendix.
Sign.of the Contractor Sign. of the Executive Engineer
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.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
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
Sign.of the Contractor Sign. of the Executive Engineer
C. 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 in Clause
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
Sign.of the Contractor Sign. of the Executive Engineer
(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
forbid submission specified in Clause
15.2 In exceptional circumstances, prior to expiry of the original time limit, the Employer
may request that the bidders may extend the period of validity for a specified period.
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 Executive Engineer, Damanganga Canal Investigation Division, Valsad. 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 of bidder.
Sign.of the Contractor Sign. of the Executive Engineer
16.2. Bank guarantees (and other instruments having fixed validity) issued as surety for
the bid shall be valid for 45 days beyond the validity of the bid i.e. total validity of
16.3. Any bid not accompanied by an acceptable Bid Security and not secured as indicated
in Sub-Clauses 16.1 and 16.2 above shall be rejected by the Employer as non-
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
(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 limit to
(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.
Sign.of the Contractor Sign. of the Executive Engineer
D. 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
Sign.of the Contractor Sign. of the Executive Engineer
E. 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
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
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 opened.
23.4. (i) Subject to confirmation of the bid security by the issuing Bank, the bids
accompanied with valid bid security will be taken up for evaluation with
respect to the Qualification information and other information furnished in
part I of the bid pursuant to Clause 12.1.
(ii) If required, the bidder will be asked in writing to clarify his Qualification
Documents with respect to any required clarification.
(iii) The bidders will respond in not more than 7 days of issue of the clarification
(iv) Immediately (usually within 3 or 4 days), on receipt of these clarification the
Evaluation Committee will finalize the list of responsive bidders whose
financial bids are eligible for consideration.
23.6 At the time of opening of “Financial Bid”, the names of the bidders were found
responsive in accordance with Clause 23.4(iv) will be announced. The bids of only
these bidders will be opened. The responsive Bidders’ names, the Bid prices, the total
amount of each bid, any discount and such other details as the Employer may 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
will be opened. The responsive Bidders’ names, the Bid prices, the total amount of
each bid, any discount, and such other details as the Employer may 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 to lowest.
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.
Sign.of the Contractor Sign. of the Executive Engineer
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
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’
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
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.
Sign.of the Contractor Sign. of the Executive Engineer
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 Contract.
29.6. A bid which contains several items in the bill of Quantities which are unrealistically
priced low and which cannot be substantiated satisfactorily by the bidder may be
rejected as non-responsive.
Sign.of the Contractor Sign. of the Executive Engineer
F. 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. Notwithstanding Clause 31, the Employer reserves the right to accept or reject any
Bid, and to cancel the Bidding process and reject all Bids, at any time prior to the award
of contract, without thereby incurring any liability to the affected bidder or Bidder or
any obligation to inform the affected Bidder or Bidders of the grounds for the
Employer’s action.
33. 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,
Sign.of the Contractor Sign. of the Executive Engineer
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
34.3. Failure of the successful Bidder to comply with the requirement of Sub-Clause
shall constitute sufficient grounds for cancellation of the award and forfeiture of the
35 Advance Payment and Security (Not Applicable)
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
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
37.2 Furthermore, Bidders shall be aware of the provision stated in Sub- Clause 59.2 of the
Conditions of Contract.
Sign.of the Contractor Sign. of the Executive Engineer
APPENDIX TO ITB
Clause Reference
With respect to
The Name of the Employer is Executive Engineer Engineer, [ Cl.1.1]
Damanganga Canal Investigation Division, Valsad..
2. The last five years.
This Annual Financial Turnover Amount is Rs. N.A/-. [Cl.4.5.3 (a)]
Value of Work is Rs.
6. The cost of electric work is Rs.-416512.89
7. The cost of water supply / sanitary works is Rs. .-Nil
8. Liquid assets and / or availability of credit facilities is Rs.-N.A/- [Cl.4.5.6 ]
9. Price level of the financial year 2026-27 [Cl. 4.5.2]
10. The pre-bid meeting will take place. (Not applicable) [Cl. 9.2.1]
The technical Bid will be opened at the office of the Superintending
11. Engineer, Damanganga Project Circle, Valsad on
Address of the Employer: Executive Engineer, Damanganga Canal
Investigation Division, Valsad..
The bid should be submitted latest by As stated on online NIT [Cl. 20.1 &
The bid will be opened at Executive Engineer, Damanganga Canal [Cl. 23.1 ]
Investigation Division, Valsad.
The Bank Draft in favor of Executive Engineer, Damanganga Canal
Investigation Division, Valsad.
Escalation factors [Cl.4.5.2]
18. (for the cost of works executed and financial figure to a common base
value) for works completed
Year Financial Year Enhancement factor
Base (year of inviting tender) 2026-27
Sign.of the Contractor Sign. of the Executive Engineer
19. LIST OF KEY PLANT & EQUIPMENT TO BE DEPLOYED ON CONTRACT WORK
[Reference CL. 4.5.5] (Not Applicable)
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 Mak Capacity Approximate Remark
No. Machinery Machinery e Value
Sign.of the Contractor Sign. of the Executive Engineer
20. 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. (Applicable for this
3. Minimum one Diploma Civil Engineer when the cost of work is less than Rs.15 lakhs but
more than Rs.5 lakhs.
4. Minimum two Diploma Civil Engineers 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 site.
Within 15 days of issue of work-order the Contractor will have to furnish to the Deputy
Executive Engineer-in-charge of the work the Name, Qualifications, copy of marksheet,
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.
Sign.of the Contractor Sign. of the Executive Engineer
QUALIFICATION INFORMATION
Sign.of the Contractor Sign. of the Executive Engineer
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
Place of registration
Principal place of business
Power of attorney of signatory of Bid
1.2 Total value of Civil engineering constructions 2025-2026-…………
Work performed in the last five years 2024-2025-………….
1.3.1 Work performed as prime contractor, work performed in the past as a nominated sub-
contractor will also be considered the sub-contract involved execution of all main
items of work described in the bid documents, provided further that all other
qualification criteria are satisfied (in the same name) on works of a similar nature over
the last five years** and in current year before the submission of the bid.
Project Name of Description Contract Value of Date Stipulated Actual date Remark
Name the of work No. contract of period of of explaining
Employer (Rs. issue completion completion* reasons for
Crore) of delay &
order Completed
*Attach certificate(s) from the Engineer(s)in-charge
** Immediately preceding the financial year in which bids are received.
Sign.of the Contractor Sign. of the Executive Engineer
#1.3.2 Quantities of work executed as prime contractor, work performed, in the past as a
nominated sub-contractor, will also be considered provided the sub-contract involved
execution of all main items of work described in the bid document, provided, further
that all other qualification criteria are called (in the same name and style) in the last
five years** and in current year before the submission of the bid.
(Not Applicable)
Year Name Name of Quantity of work performed (Cum/MT) Remarks*
of the the Cement Masonry Earth Bituminous (indicate
work Employer Concrete Works Work contract Ref)
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 & No. Address Contract Period of Works* of
State of (Rs. Cr) Completion remaining completion
*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 Equipment Requirement Availability Proposals Remarks
NO Capacity Owned/ Nos/. Age/ (from
Leased to be Capacity Conditions whom to
Sign.of the Contractor Sign. of the Executive Engineer
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. (Not Applicable)
Position Name Qualification Year of Year of
Experience experience in
(General) the proposed
1.7 Proposed sub-contract and firms involved (Not Applicable)
Sections of the Value of Sub- Sub-Contractor Experience in
works Contractor (Name & similar work
Attach copies of certificates on possession of valid license for executing water
supply/ sanitary work/ building electrification works.
Sign.of the Contractor Sign. of the Executive Engineer
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. (Not Applicable)
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. (Not
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 Party Employer Cause of Amount Remarks
(ies) Dispute Involved showing
1.12. Statement of compliance under the requirements of Sub Clause 3.2 of the instruction
to Bidders. (Name of Consultant engaged for project preparations is * ........................... )
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
Sign.of the Contractor Sign. of the Executive Engineer
SAMPLE FORMAT FOR EVIDENCE OF ACCESS TO OR
AVAILABILITY OF CREDIT FACILITIES
(CLAUSE 4.5.6 OF ITB)
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.
Senior Bank Manager
Address of the Bank
Sign.of the Contractor Sign. of the Executive Engineer
1. I, the undersigned, do hereby certify that all the statements made in the required
attachments are true and correct.
2. The undersigned also hereby 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, firm or
corporation to furnish pertinent information deemed necessary and requested 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
Sign.of the Contractor Sign. of the Executive Engineer
UNDERTAKING (Not Applicable)
I, the undersigned do hereby undertake ............... that our firm
up to 25% of the value of the work during implementation of the contract.
(Signed by an Authorized officer of the firm)
Title of officer
Sign.of the Contractor Sign. of the Executive Engineer
CONDITIONS OF CONTRACT
Sign.of the Contractor Sign. of the Executive Engineer
Conditions of Contract
Table of Contents
A General Page D. Cost Control
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 By 41 53 Deleted
the Intended Completion Date
18 Approval by the Engineer 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
26 Deleted 43 59 Terminations
60 Payment upon Terminations
B. Time Control 61 Property
27 Programme 44 62 Release from Performance
28 Extensions of the Intended
completion date
29 Deleted 44 F. Special Conditions of
30 Delays Ordered by The 44 63 Labour
Engineer 64 Compliance with labour
31 Management Meetings 45 65 Arbitration
32 Early Warning
C. Quality Control
33 Identifying Defects
35 Correction of Defects
36 Uncorrected Defects
Sign.of the Contractor Sign. of the Executive Engineer
CONDITIONS OF CONTRACT
1.1 Terms which are defined in the Contract Data are not also defined in the Conditions
of Contract but keep their defined meaning.
Bill of Quantities means the priced and completed Bill of Quantities forming
part of the Bid
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 Contract.
The Contractor is a person or corporate body whose Bid to carry out the
Work has been accepted by the Employer.
The Contractor’s Bid is the completed Bidding document submitted by the
Contractor to the Employer and includes Technical and Financial Bids.
The Contract Price is the price stated in the Letter of Acceptance and
thereafter as adjusted in accordance with the provisions of the Contract.
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
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 Events.
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 of Acceptance.
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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 the site.
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 the
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
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(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
3. Language and Law
3.1 The language of the Contract and the law governing the Contract are stated in
the Contract Data.
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 Employer.
5.1 The Engineer may delegate any of his duties and responsibilities to other
people after notifying the Contractor and may cancel any delegation after
notifying the Contractor.
6. Communications
6.1 Communications between parties which are referred to in the conditions are
effective only when in writing. A notice shall be effective only when it is
delivered (in terms of Indian Contract Act).
7. Sub-Contracting
7.1 The 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 allowed.
7.2 The sub-contractor must be registered in appropriate class and category for
the part of work to be subcontracted.
8. Other Contractors
8.1 The Contractor shall cooperate and share the Site with other contractors,
public authorities, utilities and the Employer between the dates given in the
Schedule of other Contractor. The Contractors shall as refer to in the Contract
Data, also provide facilities and services for them as described in the Schedule.
The employer may modify the schedule of other contractors and shall notify
the contractor of any such modifications.
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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.
Sign.of the Contractor Sign. of the Executive Engineer
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 debt due.
13.4 Alterations to the terms of an insurance shall not be made without the approval
of the Engineer.
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
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
19.1 The Contractor shall be responsible for the safety of all activities on the Site.
Sign.of the Contractor Sign. of the Executive Engineer
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
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
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 # Superintending
Engineer, Damanganga Project Circle, Valsad. (Higher Authority) within
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, Damanganga Project Circle, Valsad.
(a) For the work up to Rs.100 Cr., if any of the parties is not satisfied with the
decision of the Superintending Engineer, Damanganga Project Circle,
Valsad. both the parties have to refer to the Chief Engineer concern for
the conciliation process.
(b) For the work more than Rs.100 Cr., if any of the parties is not satisfied
with the decision of the Superintending Engineer, Damanganga Project
Circle, Valsad. both the parties have to refer to the #Secretary, Water Resources
Department, Government of Gujarat for the conciliation process.
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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.
Sign.of the Contractor Sign. of the Executive Engineer
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
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.
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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 meeting.
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
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.
Sign.of the Contractor Sign. of the Executive Engineer
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
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 completion.
(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 completion. ( Not
Applicable for This Work)
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
monsoon period following date of possession of building taken over by user agency
following the certified date of completion, whichever is later. For the purpose of
deciding the monsoon period, the 30th September shall be treated as the last date.
WRD Circular No. Matas/102013/MICELL(K-1) Dated 13/12/2013
34.1 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 notice.
Sign.of the Contractor Sign. of the Executive Engineer
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.
Sign.of the Contractor Sign. of the Executive Engineer
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 Contractor.
37.2 The bill of Quantities is used to calculate the Contract price. The Contractor is
paid for the quantity of the work done at the rate in the Bill of Quantities for
38. 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 programmes produced by the
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
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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
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 conclusive.
41. Cash Flow Forecasts
41.1 When the programme is updated, the contractor is to provide the engineer with
an updated cash flow forecast.
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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 Authority.
43.3 Items of the works for which no rate or price has been entered in will not be paid
by the Employer and shall be deemed covered by other rates and prices in the
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 Contractor
44.2 In case of compensation event occurs and it prevents the work being completed
beyond the Intended Completion Date then Authority will approve EOT with
eligible contractual price escalation.
Sign.of the Contractor Sign. of the Executive Engineer
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 ( Not Applicable)
47.1 Contract price shall be adjusted for increase or decrease in rates and price of
labor, materials, fuels and lubricants in accordance with the following principles
and procedures and as per formula given in the contract data:
(a) The price adjustment shall apply for the work done from the start date
given in the contract data up to 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
(b) The price adjustment shall be determined during each month from the
formula given in the contract data.
(c) Following expressions and meanings during to the work done during each
R = Total value of work done during the month. It would include the amount
of secured advance granted, if any, during the month less the amount of
secured advance recovered, if any during the month. It will exclude value
for works executed under variations for which price adjustment will be
worked separately based on the terms 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 of the Works.
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48.2 On Completion of the whole of the Works half the total amount retained is repaid
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
contract data). The total amount of liquidated damages shall not exceed the
amount defined in the Contract Data. The Employer may deduct liquidated
damages from payment due to the Contractor. Payment of liquidated damages
does not affect the Contractor’s liabilities.
49.2 If the Intended Completion Date is extended after liquidated damages have
been paid, the Engineer shall correct any overpayment of liquidated damages
by the Contractor by adjusting the next payment certificate. The Contractor
shall not be entitled for any interest on the over payment calculated from the
date of payment to the date of repayment.
49.3 If the contractor fails to comply with the time for completion as stipulated in
the tender, then the contractor shall pay to the employer the relevant sum
stated in the Contract Data as Liquidated damages for such default and not as
penalty for everyday or part of day which shall elapse between relevant time
for completion and the date stated in the taking over certificate of the whole of
the works on the relevant section, subject to the limit stated in the contract
The employer may, without prejudice to any other method of recovery
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
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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 Bonus (Not Applicable)
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 (Not Applicable)
% of Time Saved % of Initial Contract Price
entitled for Bonus
Less than 10% 0%
51. Advance Payment. (Not Applicable)
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
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advance payment has been repaid, but the amount of the guarantee shall be
progressively reduced by the amounts repaid by the Contractor. The
Mobilization advance would be deemed as interest bearing advance at an
interest rate of 10 % to be compounded, quarterly.
51.2 The Contractor is to use the advance payment only to pay for Equipment, plant
and Mobilization expenses required specifically for execution of the Works. The
Contractor shall demonstrate that advance payment has been used in this way
by supplying copies of invoices or other documents to the engineer.
51.3 The advance payment shall be repaid by deduction proportionate amount from
payments otherwise due to the Contractor, following the schedule of completed
percentages of the Works on a payment basis. No account shall be taken of the
advance payment or its repayment in assessing valuations of work done,
variations, price adjustments, Compensation Events, 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.
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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
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 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 56 days a schedule that states the scope of the corrections or
additions that are necessary. If the Final Account is still unsatisfactory after it
has been resubmitted, the Engineer shall decide on the amount payable to the
Contractor and issue a payment certificate, within 56 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 Contract data.
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.
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59.2 Fundamental breaches of Contract include, but shall not be limited to the
1. The contractor stops work for 28 days when no stoppage of work is shown
on the current programme and the stoppage has not been authorized by the
2. The Engineer instructs the Contractor to delay the progress of the Works
and the instructions is not withdrawn within 28 days;
3. The Employer or the Contractor is made bankrupt or goes into liquidation
other than for a reconstructions or amalgamation
4. A payment certified by the Engineer is not paid by the Employer to the
Contractor within 56 days of the date of the Engineer’s certificate
5. The Engineer gives Notice that failure to correct a particular Defect is a
fundamental breach of Contract and the Contractor fails to correct it within
a reasonable period of time determined by the Engineer;
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 Contract.
For the purpose of this paragraph: “corrupt practice” means the
offering, giving, receiving or soliciting of anything of value to influence the
action of a public official in the procurement process or in contract execution.
“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
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
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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 exceeds any
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
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 Equipments, Temporary Works and Works are
deemed to be property of the Employer, if the Contract is terminated because
of a Contractor’s default.
62. 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.
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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 transport.
The Contractor shall, if required by the Engineer, deliver to the Engineer
a return in detail, in such form and at such intervals as the Engineer may
prescribe, showing the staff and the numbers of the several classes of labour
from time to time employed by the Contractor on the site and such other
information as the Engineer may require.
64. 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 time.
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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 employment.
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 15 days wages for every
completed year of service. The Act is applicable to all establishments employing
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
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
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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
J) Industrial Disputes Act 1947 :- The Act lays down the machinery and procedure
for resolutions of Industrial disputes, in what situations a strike or lock-out
becomes illegal and what are the requirements for laying off or retrenching the
employees or closing down the establishment.
K) Industrial employment (standing Orders) Act 1946 :- It is applicable to all
establishments employing 100 or more workmen (employment size reduced by
some of the State and Central Government to 50). The Act provides for laying
down rules governing the conditions of employment by the Employer 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 liabilities.
M) Child Labour (Prohibition & Regulation Act 1986 :- The Act prohibits
employment of children below 14 years of age in certain occupations and process
and provides for regulation of employment of children in all other 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 this Act.
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.
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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 Superintending Engineer,
Damanganga Project Circle, Valsad. (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 #Superintending Engineer, both the parties have to refer to
the #Chief Engineer 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, Damanganga Project Circle,
Valsad. 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.
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Sign.of the Contractor Sign. of the Executive Engineer
Clause Reference With
respect To section
Item marked “N/A” do not apply to this Contract.
1. The Employers is [CL.1.1]
Name: Executive Engineer,
Address: Executive Engineer, Damanganga Canal Investigation
Division, Damanganga bhavan, 2nd Floor, Beside-Collector office
Name of authorized Representative (will be intimated later)
2. The Engineer is Executive Engineer,
Name of Authorized Representative: Executive Engineer,
Damanganga Canal Investigation Division, Valsad.
3. The Defects Liability Period is 1 year from the date of [CL.1.1&33]
Completion or/and after Monsoon.
4. The Start Date shall be 1st days for the date of issue of the Notice [CL.1.1]
to proceed with the work.
The Intended Completion Date for the whole of the works is
20 days 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 25% 5 Days
Milestone 2 50% 10 Days
Milestone 3 75% 15Days
Milestone 4 100% 20 Days
6. The Site is located at - KBC, At. Abrama, Ta. Valsad, Dist. Valsad [CL.1.1]
7. The name and identification number of the Contract is: [CL.1.1]
8. The works consist of Providing and Fixing Partition system for office [CL.1.1]
of DPC-Valsad, DCID-Valsad, PSD1-Valsad, PSD2-Valsad and
Damanganga Flood cell-Valsad, including Electrification and
Shifting of Office belongings from Damanganga Bhavan Valsad to
KBC, Abrama. with items as per B.O.Q. The works shall, inter alia,
include the following, as Specified or as directed:
9. (A) WRD Works
Site clearance; setting – out and layout; carry out required earthwork as
suggested by Engineer also to carry out levelling for excavation with required
compaction, Carry out body work of checkdam using concrete as per approved
mix design curing same with water or membrane all as per item specifications
all aspects of quality assurance of various components of the works; rectification
of The defects in the completed works during the 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
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(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
(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 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 Insure safety
(D) Other Items CL.1.1]
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 (Addendum/Corrigendum/undertaking given by
contractor (If any))
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 subcontracting 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
18. The Site Possession dates shall be Available from 1st day of Work [CL.21]
Sign.of the Contractor Sign. of the Executive Engineer
19. The period for submission of programme for approval of the engineer [CL. 27.1]
shall be 3 days from the issue of Letter of Acceptance.
20. The period between program updates will be 5 days. [CL.27.3]
21. The amount to be withheld for late submission of an updated [CL. 27.3]
programme shall be Rs 5,500/-
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 document.
(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 formula: (Not applicable)
VL = Increase or decrease in the cost of work during the month under consideration
due to changes in rates for local labour
L0 = The consumer price index for industrial workers for the State on 28 days preceding
the scheduled date 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.
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Adjustment for cement component. : (Not applicable)
(ii) Prices adjustment for increase or decrease in the cost of cement procured by the
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 & Industry.
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 group.
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
Sign.of the Contractor Sign. of the Executive Engineer
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 lubricants.
Fo = The official retail price of High Speed Diesel (HSD) at the existing
consumer pumps of IOC at the nearest centre on the day 28 prior to the
date of opening of Bids.
Fi = The official retail price of HSD at the existing consumer pumps of IOC at
the nearest centre for the 15th day of the month of the under
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 & Industry.
Pp = Percentage of plant and machinery spares component of the work.
Note: For the application of this clause, index of Heavy Machinery and parts
has been chosen to represent the Plant and Machinery Spares group
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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 formula
Vm = Increase or decrease in the cost of work during the month under
consideration due to change in rates for local materials other than
cement, steel, bitumen and POL.
M0 = The All Indian wholesale price index (all commodities) on 28 days
preceding the scheduled date of opening of technical Bids, as published
by the Office of the Economic Adviser, Department for Promotion of
Industry and Internal Trade, Ministry of Commerce & Industry.
Mi= The 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:
2. Cement – Pc 3.91 %
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 price.
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.
Sign.of the Contractor Sign. of the Executive Engineer
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 Section-3
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 (Not Applicable) Amount (Rs.) Conditions to
i Mobilization 10% of the contract On submission of unconditional
Price Bank Guarantee. (to be drawn
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 site
depreciated value for old (provided the Engineer is satisfied
equipment. Total amount That the equipment is required
equipment. Total amount That the equipment is required
will be subject to a for performance of the contract)
maximum of 5% of the and on submission of
Contract Price unconditional Bank Guarantee for
amount of advance
iii Secured Deleted
Brought to site
(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 (Not
Applicable) {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 in which the
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total of all such payments to the Contractor has reached not less than 20 percent
of the Contract Price or 6 (six) months from the date of payment of first installment
of advance, whichever period concludes earlier, and shall be made at the rate of
percent (collectively for both Mobilization Advance 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 (Rs. ) plus Rs. ……………..
(to be decided after evaluation of the bid) as additional security in terms of ITB
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
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.11,500/-.
37. The following events shall also be fundamentals breach of contract: {CL.59.2}
“The Contractor has contravened Sub- clause 7.1 and Clause 9 of GCC”
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 20 per cent.
Sign.of the Contractor Sign. of the Executive Engineer
TECHNICAL SPECIFICATION
1. Work & Site Condition
2. TECHNICAL CONDITION
3. Technical Specification of Materials
4. General Technical Specification
5. Item wise Specification of Partition & Material shifting
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WORKS AND SITE CONDITION
1.0 INTRODUCTION:
GENERAL FEATURES OF THE PROJECT:
Govt. has decided to Providing and Fixing Partition system for office of DPC-Valsad, DCID-
Valsad, PSD1-Valsad, PSD2-Valsad and Damanganga Flood cell-Valsad, including
Electrification and Shifting of Office belongings from Damanganga Bhavan Valsad to KBC,
Abrama. work under this tender includes Civil work, Electrifications work, Transportation work with
other miscellaneous works.
The proposed work is to be executed at KBC Abrama, Ta.Valsad, Dist.Valsad. For visiting the site
contact to Deputy Exe. Eng., Project Sub Dn No.2, Ground floor, Damanganga Bhavan, Valsad.
3.0 COMMUNICATION
The nearest place for ordinary marketing is Valsad which is about to 4 km. from proposed site. The
site is connected by Valsad city is about 4 km. away from the proposed site.
4.0 BRIEF DESCRIPTION OF WORK :
I. WORK TO BE EXECUTED / SCOPE:
The works to be carried out under this tender are as under:
(a) Partition work
(b) Electrification work
(b) Transportation work
(c) Other misc works in relevant items for all the above type works.
II. PRINCIPAL DETAILS OF WORK:
Work to be performed for the various items is included in the Schedule –B. The above information
is only a general out line and dose not in any way limit the performance of all work and supply of
plant, machinery, all labour and materials necessary for completing the work as shown in the
approved working drawing and mentioned in the specification.
No extra payment or claim on account of any additions or a alteration in working
drawing shall be admissible.
Only unskilled labours are locally available at site. All skilled and semi skilled labours will have to
be brought from outside.
Area being highly rural, there are no local housing arrangements available and contractor will have
to make his own arrangement for his staff and labours etc.
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7.0 WATER SUPPLY:
The contractor shall have to make his own arrangement of water supply for the work at his own cost.
8.0 THE INFORMATION AND DATA:
The information and data mentioned herein above as well as shown or given in the various drawings
accompanying the tender documents are for general information only. The department shall have no
responsibility in respect of accuracy of these informations, interpretation and conclusions drawn by
the contractor in so far as the informations / data are concerned. The contractor shall have to make
their own investigations to satisfy themselves in regard to informations/data given herein above.
9.0 SITE CONDITION:
The work Providing Renovation & refixing P.V.C. false cealing & half partition of Alluminium
section @ Damanganga Bhavan, Valsad. It is advice to have site visit before quoting rates. It shall
be deemed that the contractor have satisfied themselves as to the nature and pertaining to transport
handling and availability and storage of materials, availability of labour, weather condition at site
and that the tenderer has estimated his cost accordingly and the department will bear no
responsibility for any of such knowledge of site conditions and also consequences thereof.
10.0 POWER SUPPLY:
Power supply shall be arranged by the contractor at their own cost. No power supply is guaranteed
by the Department. The contractor shall work out his own power supply requirement and applies to
GEB for power supply and shall provide all supply lines at his own cost. Also electricity charge,
rents etc. as per GEB norms from time to time shall be born by the contractor. The rates are deemed
to be inclusive of all such charges.
The contractor shall construct and maintain the Inspection Roads and Roads for all purposes required
during construction at his own cost. However, there will be no charge for any reasonable use of any
road constructed by Government at site of work.
12.0 POST TELEGRAPHS AND TELEPHONE :
There is sub post & telegraph office at local area i.e Taluka District places Valsad.
13.0 BANK FACILITY:
Branches of State Bank of India and other Schedule Banks are available at Valsad.
14.0 AVAILABILITY OF MATERIAL:
I. PETROL AND DIESEL :
There is no private petrol pump along site. However Diesel and petrol will be
available from Abrama, Valsad.
Sand is available from river Tapi river ( Dist Surat ), Ambica river (Dist. Navsari)
Narmada River (Dist. Bharuch) Orsang River (Dist. Vadodara) which is about 100 to 200 km. away
from work site. If enough quantity and required quantity of sand is not available from this sources
contractor shall manage for receiving the sand from other sources without any extra claim. The
contractor shall have to pay for dead rent lease charge and all other charges including royalty charge
etc. and shall have to produce royalty payment documents to Department.
III. COARSE AGGREGATE :
The course aggregates for concrete work shall be obtained by crushing rock from the quarry
nearby vicinity of work site. However contractor shall arrange for approved quality of course
aggregate at his own cost at suitable place.
The potable water is available in nearby area. The contractor shall make all his efforts and make his
Sign.of the Contractor Sign. of the Executive Engineer
own arrangement to get the water in required quantity for curing, mixing and domestic use.
However, in case of none availability of potable water contractor shall have to make his own
V. OTHER MATERIALS :
The contractor shall make his own inquiries regarding availability of other materials required
for construction of entire work and accordingly he should quote the rate.
15.0 THE LEAD :
The lead and availability of the required quantity of materials in respect of the quarry site shown
above are given for guidance of the contractor as per the latest available data with the department.
However, after operating upon the quarry site, if the required quantity is not yielded from the quarry
the contractor will have to bring the materials at his risk and cost from any other quarry which may
be situated at the lead more than the specified lead as above. No extra claim shall be entertained for
additional lead if the required materials are not available from the above quarries or with the
specified lead.
16.0 CONSTRUCTION PROGRAMME :
The contractor shall submit his construction programme and progress report as stipulated under
Condition of contract section-3(B) to ensure good progress during execution of work. The contractor
shall be bound in all cases to complete the work within stipulated time limit or extension there of as
granted by the Government for which contractor is not liable for delay. The contractor shall furnish
construction schedule accordingly.
Signature of Contractor Deputy Executive Engineer Executive Engineer
Project sub div.no 2 Damanganga Canal Investigation Dn.
Sign.of the Contractor Sign. of the Executive Engineer
Name: of work “Providing and Fixing Partition system for office of DPC-Valsad,
DCID-Valsad, PSD1-Valsad, PSD2-Valsad and Damanganga Flood cell-Valsad,
including Electrification and Shifting of Office belongings from Damanganga
Bhavan Valsad to KBC, Abrama.”
2.TECHNICAL CONDITION
1. ACCURACY OF LINES, LEVELS AND GRADES:
The various works shall be done true to line, level and grade. The periodical checking of these by the
Government staff shall not absolve the contractor of his responsibility regarding their accuracy. In case
of deviation or any discrepancy in line, level or grade at the meeting faces, the contractor shall make
good the discrepancy at his own cost and without any compensation for the additional work if any
involved. Whenever such a discrepancy is found to arise at the junction of works of different contractors,
the relative liability to set right their respective discrepancy shall be final and binding on the Engineer
whose decision shall be final and binding on the contractors, concerned. The Engineer, shall, further
have the unquestioned right, if need be to rectify the discrepancies and recover the costs from the
contractor or contractors according to proportions as he may consider reasonable.
2 TESTING OF MATERIALS AND WORKS:
(a) All materials before being incorporated in the work shall be inspected and approved by the
Engineer-in-charge before use.
Any work, on which such materials are used without prior inspection (and when necessary, testing)
and without approval or written or written permission of the Engineer defective and not acceptable.
(b) The contractor shall have to make required protective measures by own risk and cost. The
department will not involve in this issue.
3. SECURITY MEASURES:In view of the strategic importance of all the projects and installations
security restriction may be imposed by the Engineer as per directions of the security authorities and
the contractor shall abide by all such instructions scrupulously. In case a system of identity cards
in introduced the contractor shall at his cost provide for his person all such identity cards with
photos, if necessary and get those duly singed by the Engineer or his duly authorized
representative. The contractor shall also keep the Engineer in formed regarding all visitors and
obtain proper permits for their visits. No unauthorized visitors will be allowed on work site.
4. CHANGE IN DESIGN AND DRAWINGS:
The drawing given with tender documents are on present available data. However during execution
of work any change in design / drawing shall not vitiate the contract and no extra payment shall be
made to the contractor.
The increase or decrease in quantities under the relevant item on account of above changes shall
be paid only at the tender rate of the relevant items for increase or decrease in quantities up to 30%
of the tendered quantities.
Deductions from running account bill on account of the following items shall be made to the extent
mentioned against each item.
1. Security Deposit at stipulated rates.
2. Penalty if any in full.
3. Expenditure incurred by Government on behalf of the contractor in full.
4. Hire charge to plant and equipment in full.
5. Other recoveries in full.
6. Income-tax deductions.
7. Sales Tax. (VAT)
8. Testing charges.
9. Labour Welfare cess
6 Payment of security Deposit
Contractor shall have to pay security deposit within prescribed time limit as specified in clause -
of terms and condition of contract. In no case, period for paying security deposit shall be extended
and in such case tender / contract already accepted shall be considered as cancelled and Earnest
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Money Deposit of contractor shall be forfeited. An adverse note to that effect in the confidential
report of contractor shall be made under intimation to registration authority for cancellation of
7 The Contractor Shall Pay the Royalty To the Competenent Authority/ Local Bodies as
per rules and shall produce no due certificate.
There may be delay in payment for the works executed by the agency for want of grant for the
same; the contractor shall be bound to bear such delay without any claim in this regard.
9 AWARD OF WORK
Contractor registered under Class “E-1” and above is eligible for the works. To complete these
works within time limit & to achive the required progress of work and to utilized available budget in
the time the following special condition are laid down at the opening of the tender.
(a) Contractor registered under class “E-1” and above is eligible for the work.
10 SIGN BOARD AT SITE OF WORK:
The Government of Gujarat, schivalayaGandhinagar vide its circular of Narmada, water resources,
water supply and Kalpsar department No. MICELL-102010-17-(2)-K-1, dtd. 29-1-11 has stated that
the contractor shall provide sign board at the site of work at his own cost and expences. The sign
board shall display all necessary details of the work as well as address, phone number, fax number
of concerned Executive Engineer. The contractor shaal have to at his own cost and expences, fix
the board at the site of work and shall inform and produce the photograph of the board to the
concerned Deputy Executive Engineer and Executive engineer. In case the above work is not done
by the contractor, a sum as fixed by the Executive Engineer shall kept withheld from the R.A. bill
payable to the contractor and kept till the said work is completed by the contractor.
Executive Engineer
Damanganga Canal Ivnestigation Division
Sign.of the Contractor Sign. of the Executive Engineer
3.Technical Specification of Materials
1.1 All materials to be used shall conform to the relevant specifications as per the latest version of Indian
standard, as per standard specification of R & B Booklet, unless otherwise stated in the detailed
specifications of items of work.
1.2 Wherever a reference to any Indian standard appears in the specification, it shall be taken to mean
as reference to the latest version of the standard.
1.3 Tests for materials shall invariably be got carried out by the contractor when the same are specified
in the out, even the same are not specifically mention in the specifications and if it is necessary in
the opinion of the Engineer in charge, the same are required to be carried out. All such tests shall be
got carried in any Government approved Laboratories or Institute and cost there of shall be entirely
borne by the contractor unless otherwise specified.
1.4 No collection of materials shall be made before it is got approved from the Engineer- in – charge.
1.5 Collection of approved materials shall be done at site of work in a systematic manner. Materials
shall be stored in such a manner as to prevent deterioration, intrusion of foreign matter and to ensure
the preservation of their quality and fitness for the work.
1.6 Materials, if rejected by the Engineer – in – charge shall be immediately removed within twenty
four hours of receiving such an information, Engineer- in- charge dispose off such materials in a
manner as he choose and the contractor shall not be entitled to any compensation for the cost of such
1.7 Approval to the samples of various materials given by the Engineer- in- charge will not absolve the
contractor from the responsibility of replacing the defective materials brought on site of materials
used in the work found defective at a later date. The contractor shall have no claim to any payment
to compensation whatsoever on account of any such materials being rejected by the Engineer- in
1.8 The contractor shall be responsible for observing the laws, rules, and regulations imposed under the
“MINES & MINERAL ACTS” and such other laws and rules. prescribed by central/ state Govt.
from time to time.
SPECIFICATIONS OF MATERLAIS
1.1 Water shall not be salty or brackish and shall be clean, reasonably clear and free from
objectionable quantities of silt and traces of oil and injurious alkalies, salts, organic matter and other
deleterious material which will either weaken the mortar or concrete or cause efflorescence or attack
the steel in R.C.C. Container for transport, storage and handling of water shall be clean. Water shall
conform to the standards specified in I.S. 456-1978.
1.2. If required by Engineer-in-chargeit shall be tested by comparison with distilled water.
Comparision shall be made by means of standard cement tests for soundness, time of setting and
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mortar strength as specified in I.S. 269-1976. Any indication of unsoundness, change in time of
setting by 30 minutes or more or decrease of more than 10 per cent in strength of mortar prepared
with water sample when compared with the results obtained with mortar prepared with distilled
water shall be sufficient cause for rejection of water under test.
1.3. Water for curing mortar, concrete or masonary should not be too acidic or too alkaline. It shall
be free of elements which significantly affect the hydration reaction or otherwise interfere-with the
hardening of concrete during curing or those which produce objectionable stains or other unsightly
depositson concrete or mortar surfaces.
1.4. Hard and bitter water shall not be used for curing.
1.5. Potable water will be generally found suitable for curing mortar or concrete.
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4.General Technical Specification
M-1 ALLUMINIUM SHEET:
2.1 CHEMICAL COMPOSITION
The material when analyzed as per IS 504 or any other instrumental/chemical method shall conform to the
requirements as given in Table 1. In case of dispute, the procedure given in IS 504 shall be the referee
method. However, when the method is not given in IS 504 the referee method shall be as agreed to
between the purchaser and the manufacturer.
2.2 MECHANICAL PROPERTIES:
Alluminium piece shall be rectangular section and conform to the dimension as given in IS 1608 with a
gauge length of 50 mm. The test piece shall be cut transverse to the direction ofrolling for sheet and strip
300 mm wide and over and parallel to the direction of rolling for sheet and strip under 300 mm wide. When
the width of the material to be tested in insufficient to permit preparation of the standard tensile test piece,
a piece of the full width of the material may be used.
The material shall be supplied in the condition as specified by the purchaser. while specifying the condition,
the temper designation as laid down in IS 5052 shall be followed.
1.4 DIMENSIONS AND TOLERANCES:
The dimensions and tolerances ofsheet and strip shall be as given in IS
2.5 DENSITY OF ALUMINIUM:
Aluminium has a density around one third that of steel or copper making it one of the lightest commercially
available metals. The resultant high strength to weight ratio makes it an important structural material
allowing increased payloads or fuel savings for transport industries in particular.
1.5 STRENGTH OF ALUMINIUM:
Pure aluminium doesn’t have a high tensile strength. However, the addition of alloying elements like
manganese, silicon, copper and magnesium can increase the strength properties of aluminium and
produce an alloy with properties tailored to particular applications.
Aluminium is well suited to cold environments. It has the advantage over steel in that its’ tensile strength
increases with decreasing temperature while retaining its toughness. Steel on the other hand becomes
brittle at low temperatures.
2.7 CORROSION RESISTANCE OF ALUMINIUM:
When exposed to air, a layer of aluminium oxide forms almost instantaneously on the surface of aluminium.
This layer has excellent resistance to corrosion. It is fairly resistant to most acids but less resistant to
2.8 THERMAL CONDUCTIVITY OF ALUMINIUM:
The thermal conductivity of aluminium is about three times greater than that of steel. This
makes aluminium an important material for both cooling and heating applications such as heat-
exchangers. Combined with it being non-toxic this property means aluminium is used extensively in
cooking utensils and kitchenware.
2.9 ELECTRICAL CONDUCTIVITY OF ALUMINIUM:
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Along with copper, aluminium has an electrical conductivity high enough for use as an electrical conductor.
Although the conductivity of the commonly used conducting alloy (1350) is only around 62% of annealed
copper, it is only one third the weight and can therefore conduct twice as much electricity when compared
with copper of the same weight.
2.10 REFLECTIVITY OF ALUMINIUM:
From UV to infra-red, aluminium is an excellent reflector of radiant energy. Visible light reflectivity of around
80% means it is widely used in light fixtures. The same properties of reflectivity makes aluminium ideal as
an insulating material to protect against the sun’s rays in summer, while insulating against heat loss in
Sign.of the Contractor Sign. of the Executive Engineer
GENERAL SPECIFICATIONS FOR ELECTRICAL WORKS
1. Wiring Rules:
The installation generally shall be carried out in conformity with relevant Indian Standard
Specifications and code of practices prevalent, Indian Electricity Rules 1956 and Indian Electricity Act,
1910 as amended from time to time.
The definition of terms shall be in accordance with Indian Standard code of Practice for Electrical
wiring Installation IS-732-1982 except for the definition of point in case of Internal Electrical Installation.
For definition of point wiring and measurement of Electrical works IS-5908-1970 shall be referred to.
3. Voltage and Frequency of Supply:
All current consuming devices shall be suitable for frequency of 50 C/s and system of voltage meant
for unless otherwise specified.
4. Layout of wiring and its description:
(i) The wiring shall be carried out as per Schedule "power" wiring must be in screwed conduit and
shall be kept separate and distinct from lighting wiring. All wiring must be done on the
distribution system with main and branch distribution boards at convenient centers and without
isolated fuses. All conductors shall be run as far as possible along the walls and ceiling as to be
easily accessible and capable of being thoroughly inspected. The balancing of circuits will be
arranged beforehand by the Ex. Engineer Electrical Division.
(ii) With in one month of the taking over the installation, the contractor shall supply to the Ex.
Engineer, Elect. Division a complete set of wiring diagrams of the same on drawings to be
supplied when available by the Executive Engineer, Electrical Division, and to the satisfaction of
the Ex. Engineer, Elect. Dn, and these wiring plans shall be "Drawings" within the meaning of
the term as used in the General Conditions of contract.
All conductors unless otherwise specified shall not be less than 1.5 Sq. mm for point wiring and
Sq. mm for mains. Conductors for power and lighting circuits shall be of adequate size to carry the designed
circuit load without exceeding the permissible thermal limits for the installation, and such sizes will be
stipulated in specifications and or drawings.
6.1 All cables shall conform to relevant Indian Standards
6.2 Conductors of all cables except the flexible cable shall be of aluminum. The smallest Alu minimum
conductors for the final circuit shall have nominal cross sectional area of not less than 1.5 Sq. mm.
The minimum size of the aluminum conductors for power wiring shall be 4 Sq. mm
6.3.1 Conductors of flexible cables shall be of copper. The minimum cross-sectional area of such a cables
shall be lf.0193 mm. The flexible cable shall have uniform and adequate insulation.
6.3.2 Unless the flexible cables and conductors are protected by armor or tough rubber or PVC Sheath,
these shall not be used in workshops and other places where they are liable to mechanical damage.
6.3.3 Core flexible, cables shall be used for connecting single phase Appliances for phase, neutral & earth-
7. Fall of Potential:
The cross-sectional area of all conductors inside buildings shall be so proportioned to their lengths
that the drop in voltage between main fuses and the farthest point or any lamp shall not exceed three
percent of the voltage of the consumer's with all the consuming devices in use.
7.1 If the CABLE SIZE is increased to avoid the voltage drop in circuit current rating of the cable shall
be more than that for which the circuit is designed. In each circuit or sub circuit every cable shall
have a current rating not less than that of the fuse which protects the circuit or sub circuit respectively
for current higher than the full load current.
8. Ratings of lamps and fans socket out lets: Points and exhaust fans:
8.1 Incandescent lamps installed in residential and non- residential buildings shall be rated at 60 watts
& 100 watts respectively.
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8.2 Table fans and ceiling fans shall be rated at 60 watts, exhaust fan shall be rated according to their
8.3 5 Amp. socket outlet points and 15 Amp. sockets outlet points shall be rated at 100 watts and
watts respectively for the purpose of load assessment unless actual values of the load are known or
9.1 Before the installation is commissioned following tests shall be carried out.
(1) Insulation Resistance test.
(2) Polarity Tests of Switches
(3) Earth continuity tests
(4) Earth electrodes Resistance test.
9.2.1.1 The insulation resistance shall be measured between earth and the whole system of conductors or
any section-thereof with all fuses in place and all switches closed, and except in earthed concentric
wiring all lamps in position or both poles of the installation otherwise electrically connected
together- a direct current pressure of not less than twice the working pressure provided that it need
not exceed. 500 volts for medium voltage circuits where the supply is derived from the three wire
D.C. or a poly phase A.C. System, the neutral pole of which is connected to earth either direct or
through added resistance, the working pressure shall be deemed to be that which is maintained
between the phase conductor and the neutral.
9.2.1.2 The insulation resistance shall also be measured between all conductors to one pole or phase
conductor of the supply and all the conductors connected to the neutral or to the order pole or phase
conductors of the supply with all lamps in position and switches in 'OFF' position and its value shall
be not less than in that specified in Sub-Clause 9.2.1.3.
9.2.1.3 The insulation resistance in Megohms measured as above shall not be less than 50 Megohms divided
by the number of outlets or when PVC insulated cables are used for wiring 12.5 megohms divided
by number of outlets.
9.2.1.4 Where a whole installation is being tested, a lower value than that given by the formula, subject to
a minimum of 1 megohm is acceptable.
9.2.1.5 A preliminary and similar test may be made before lamps, etc. are installed and in this event the
insulation resistance to earth should be not less than 100 megohms divided by the number of outlets
or when PVC insulated cables are used for wiring 25 megohms divided by number of outlets.
9.2.1.6 The term "Outlet" includes every switch except that a switch combined with a socket outlet,
appliance or lighting fitting is regarded as one outlet.
9.2.1.7 Control rheostat heating and power appliance and electric sign may, if required, be disconnected
from the circuit during the test, but in that event the insulation resistance between the case or frame
work, and all live parts of each rheostat, appliance and sign, shall be not less than that specified in
the relevant Indian Standard Specification or where there is no such specification shall be not less
than half a megohm
9.2.2 Polarity Test:
9.2.2.1 In a two wire installation a test shall be made to verify that all switches in every circuit have been
fitted in the same conductor through out & such conductor shall be labeled or marked for connection
to the phase conductor or to the non-earthed conductor of the supply.
9.2.2.2 In a three wire or a four wire installation a test shall be made to verify that every non-linked single
pole switch is fitted in a conductor which is labeled or marked for connection to one of the phase
conductor of the supply.
9.2.2.3 The installation shall be connected to the supply for testing. The terminals of all switches shall be
tested by a test lamp one lead of which is connected to the earth. Glowing of test lamp to its full
brilliance, when the switch is in 'on' position irrespective of appliance in position or not shall indicate
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that the switch is connected to the right polarity.
9.2.3 Earth Continuity Test:
The earth continuity conductor including metal conduits and metallic envelops of cables in all cases
shall be tested for electric continuity and the electrical resistance of the same along with the earthing
lead but excluding any added resistance or earth leakage circuit breaker measured from the
connection with the earth electrode to any point in the earth continuity conductor in the completed
installation shall not exceed one ohm.
9.2.3.1 Earth Electrode Resistance Test:
Earth electrode Resistance test may be carried out by Megger Earth Testers containing a direct
reading ohm-meter, a hand driven generator and auxiliary electrodes.
9.3 On completion of an electric installation (addition and alteration) a certificate shall be furnished by
the contractor countersigned by the certified Supervisor under whose direction supervision the
installation was carried out. This certificate shall be in the prescribed form as given in Appendix-'B'
in addition to the test certificate required by Local Electrical Supply Authorities.
10. Joint and looping back:
Unless with the sanction of Ex. Engineer Electrical Divisions all joints in conductor shall be means
of approved mechanical connectors in suitable and approved junction boxes but looping back system
shall be preferable. IN wiring unless otherwise specified Phase and live conduct shall be looped at
the switch box where an neutral conductor can be looped from light, fan or socket. In non-residential
buildings, neutral and earth continuity wire shall be brought to each of the switch boards and
terminated therein with suitable connectors in Switch boards should be of adequate size to
accommodate at least one number of 5 Amps, socket outlet and control switch in future.
Main Switchgears, Switch Board and their location:
11.1 All main switches (other than those of iron clad pattern) carrying current of 10 Amp. and above shall
be fitted for back connections and shall be suitably protected.
11.2 All switches and circuit breakers shall be constructed in accordance with the I.S. 4237-1967. General
requirement for switchgear and control gear for voltage not exceeding 1000 Volts and other relevant
I.S. provided also that spring shall be either of phosphor 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.
11.3 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 supply.
11.4 Switch boards shall not 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, toilets or kitchens.
11.5 Switch boards, if unavoidably fixed in places likely to be exposed to weather, to drip, or to abnormal
moist temperature the outlet casing shall be weather proof and shall be provided with glands or
bushing of adopted to receive screwed conduit according to the manner in which cables are run.
PVC and double flanged bushes shall be fitted in the holes of the switches for entry and exit of wires.
11.6 A switch board shall 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.
11.7 Switch boards shall be recessed in the wall if so specified in the schedule of work or in the special
specification. The front shall be fitted with hinged panel of other suitable material such as bakelite
in wood frame with locking arrangement, the outer surface of door being flush with the walls. Ample
room shall be provided at the back for connections and at the front between the switchgear
mountings and the door.
11.8 Equipments which are on the front of a switch board shall be so arranged that inadvertently personal
contact with live parts is unlikely during the manipulation of switchgears, changing of fuses or like
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11.9 No holes other than the holes by means of which the panel is fixed shall be drilled closer than
cms. from any edge of the panel.
11.10 The various live parts, unless they are effectively screened by substantial barriers of non-
hydroscopic, non-inflammable insulating material, shall be so spaced that space shall not be
maintained between such parts and earth.
11.11 The arrangement of gear shall be such that they shall be readily accessible and their connections to
all instruments and apparatus shall also be traceable.
11.12 In every case in which switches and fuses are fitted on the same pole, these fuses shall be so arranged
that the fuses are not alive when their respective switches are in the off position.
11.13 No fuses other than fuses in instrument circuit shall be fixed on the back of or behind a switch board
panel or frame.
11.14 All the metal switchgears and switch boards shall be painted, prior to erection with one coat of
antirust primer. After erection they shall be painted with two coats of approved enamel or aluminium
paint as required on all sides wherever accessible.
11.15 All switch boards connected to medium voltage and above shall be provided with 'Danger Notice
Plate' conforming to relevant Indian Standards
12. Control at Point of Commencement of Supply:
12.1 There shall be a linked main switchgear with fuse on each live conductor of the supply mains at the
point of entry. The wiring through out the installation shall be such that there is no break in the
neutral wire except in the form of a linked switchgear. The neutral shall also be distinctly marked.
In this connection Rule 32(2) of the Indian Electricity Rules 1966 (See Appendix 'A') shall also be
12.2 The main switchgear shall be situated as near as practicable to be termination of service line and
shall be easily accessible without the use of any external aid.
12.3 On the main switchgear, where the conductor of a two wire system or an earthel neutral conductor
of a multi-wire system or a conductor which is to be connected thereto, an indication of a permanent
nature shall be provided to identify the earther neutral conductor. In this connection Rule 32(1) of
Indian Electricity Rules 1956 (see appendix 'A') shall be referred.
13.0 Switch Board & Distribution Boards:
Metal clad switch gear shall preferably be mounted on any of the following types of Board.
13.1 Hinged type Metal Boards:
These shall consist of a box made of sheet metal not less than 2 mm thick and shall be provided with
a hinged cover to enable the board to swing open for examination of the wiring at the back. The
joints shall be welded. A teak wood board, thoroughly protected both inside and outside with good
insulating varnish conforming to IS : 347-1952 specification for varnish shellac, for General
purpose, and of not less than 6.5 mm thickness, shall be provided at the back for attachment of
incoming and outgoing cables. There shall be a clear distance of not less than 2.9 cm between the
teak wood board and the cover, the distance being increased for larger boards in order that on closing
of the cover, the insulation of the cables is not subjected to damage and no short length of cables is
subjected to excessive twisting or bending in any case. The board shall be securely fixed to the wall
by means of rag bolts, plugs or wooden Gutties and shall be provided with a locking arrangement
and an earthing stud. All wires passing through the metal board shall be bunched. Alternatively,
hinged type metal boards shall be made of sheet covering mounted on channel or angle iron frame.
Note : Such type of boards are particularly suitable for small switch-boards for mounting metal-clad
switchgearconnected to supply at low voltages.
13.2 Fixed type Metal Boards:
These shall consist of an angle or channel of iron frame fixed on the wall or on floor and supported
on the wall at the top if necessary. There shall be a clear distance of one meter in front of the switch
board. If there are attachments of base connections at the back of the switch board Rules 51(1) (c)
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of Indian Electricity Rules', 1956 shall apply.
Note : Such type of boards are particularly suitable for large switchboard for mounting large number or
switchgears orhigher capacity metal clad switchgears or both.
13.3 Teakwood Boards:
For small installations connected to a Single phase 230 volts supply teak wood boards may be caused
as main boards or sub-board. These shall be of seasoned teak or other durable wood with solid back
impregnated with varnish of approved quality with all joints dovetailed.
13.4 In large size medium voltage installations, before proceeding with the actual construction of the
boards, a proper drawing showing the detailed dimensions and design including the disposition of
the mountings, which shall be symmetrically and neatly arranged for arriving at the overall
dimensions, shall be prepared and ' approved by the engineer-in-charge.
13.5 Recessing of Boards:
Where so specified, the switch boards shall be recessed in the wall. The front shall be fitted with a
hinged panel of teak wood or other suitable material, such as bakelite, or with unbreakable glass
doors in teak -wood frame with locking arrangement, the other surface off the doors being flush with
the walls. Ample room shall be provided at the back for connection and at the front between the
switchgear mountings.
13.6 Arrangement of Apparatus:
a) Equipment which is on the front of a switch board shall be so arranged that inadvertently personal
contact with live parts is unlikely during the manipulation of switches, changing of fuses or like
b) No apparatus shall project beyond any edge of panel. No fuse body shall be mounted within 2.5 cm.
of any edge of the panel and no hole other than holes by means of which the panel is fixed shall be
drilled closer than 1.3 cms from any edge of the panel.
c) The various live parts, unless they are effectively screened by substantial barriers of non-
hydroscopic, non-inflammable insulating material, shall be so spaced that an arc cannot maintain
between such parts and earth.
d) The arrangement of the gear shall be such that they shall be readily accessible and their connections
to all instruments and apparatus shall also be easily traceable.
e) In every case in which switches and fuses are fitted on the: same pole, these fuses shall be so
arranged that the fuses are not alive when their respective switches are in the 'OFF' position.
f) NO fuses other than fuses instrument circuit shall be fixed on the back of or behind a switchboard
panel or frame.
13.7 Marking of Apparatus:
a) Where a board is connected to voltage higher than 250 volts, all the apparatus mounted on it shall
be marked in the following colours to indicate the different poles or phases to which the apparatus
or its different terminals may have been connected.
Alternating Current Direct Current
Three-phase-red Three wire system-2 outer wires
Yellow, & blue Postive red & negative blue.
Netural-black Neutral-black
Where fuse-wire three phase wiring is done, the neutral shall be in one colour and the other three
wires in another colour.
b) Where a board has more than one switch each such switch shall be marked to indicate which section
of the installation it controls.
c) All markings required under the rule shall be clear and permanent.
13.8 Main & Branch Distribution Board:
13.8.1 Main and branch distribution boards shall be of any type mentioned in
13.8.2 Main distribution board shall be provided with a switch or air circuit breaker on each pole of each
circuit, a fuse on the phase or live conductor and a link on the neutral or earthed conductor of each
circuit. The switches shall always be linked.
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13.8.3 Branch Distribution Board:
13.8.3.1 Branch distribution boards shall be provided with a fuse or a miniature circuit breaker or both the
adequate rating- setting chosen on the live conductor of each circuit and the earthed neutral
conductor shall be connected to a common link and be capable of being disconnected individually
for testing purposes. At least one spare circuit of the same capacity shall be provided on each branch
distribution board.
13.8.3.2 In residential installations, lights and fans may be wired on a common circuit such sub circuit shall
not have more than total of ten points of lights, fans and socket outlets. The load of such circuit
shall be restricted to 800 watts. If a separate fan circuit is provided, the number of fans in the circuit
shall not exceed ten. Power sub-circuits shall be designed according to the load but in no case shall
there be more than two outlets on each sub-circuits.
13.8.3.3 In Industrial and other similar installations requiring the use of group control of switching
operation, circuits, for socket outlets may be kept separate from fans and lights. Normally fans and
lights may be wired on a common circuit, however, if need is felt separate circuits may be provided
for the two. The road on any low voltage sub-circuit shall not exceed 3000 Watts. In case of new
installation, all circuits and sub- circuits shall be designed by making provision of 20 per cent
increase in load due to any future modification. Power sub- circuits shall be designed according to
the load but in no case shall there be more than four outlets in each sub-circuits.
13.9 Installation of Distribution Boards:
13.9.1 The distribution fuse-boards shall be located as near as possible to the centre of the load they are
intended to control.
13.9.2 These shall be fixed on suitable stanchion or wall and shall be accessible for replacement of fuses.
13.9.3 These shall be of either metal-clad type, or all insulated type. But, if exposed to weather or damp
situations, they shall be of the weather proof type and, if installed where exposed to explosive dust,
vapor or gas, they shall be of flame proof type.
13.9.4 Where two or more distribution fuse boards feed low voltage these distribution boards shall be:
(1) Fixed not less than 2 m apart or,
(2) Arranged so that it is not possible to open two at a time, namely, they are interlocked and the
metal case is marked 'Danger 415 Volts', or
(3) Installed in a room or enclosure accessible to only authorized persons.
13.9.5 All distribution boards shall be marked 'Lighting', 'Power', as the case may be, and also marked with
the voltage and number of phases of the supply. Each shall be provided with a circuit list giving
details of each circuit which it controls and the current rating of the circuit and size of fuse-element.
13.9.6 Triple pole distribution boards shall not be generally used for final circuit distribution unless specific
approval of Engineer in charge is obtained. In special cases where use of Triple pole distribution
boards are inevitable they shall be of H.R.C. fuse type only.
13.10 Wiring and Distribution Board:
13.10.1In wiring a branch board, total load of the consuming devices shall be divided, as far as possible,
evenly between the number of ways of the board leaving the spare circuit for future extension.
13.10.2All connections between pieces of apparatus or between apparatus and terminals on a board shall be
neatly arranged in a definite sequence following the arrangement of the apparatus mounted thereon,
avoiding unnecessary crossing.
13.10.3Cables shall be connected to a terminal only by soldered or welded or crimped lugs using suitable
sleeve, lugs or ferrules unless the terminal is of such a form that it is possible to securely clamp
them without the cutting away of cable strands.
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13.10.4All bare conductor shall be rigidly fixed in such a manner that a clearance of at least 2.5 cms. is
maintained between conductor of opposite polarity or phase and between the conductors and any
material other than insulating material.
13.10.5If required, a pilot lamp shall be fixed and connected through on independent single-pole switch and
fuse to the bus- bars of the board.
13.10.6In a hinged type board, the incoming and outgoing cables shall be fixed at one or more points
according to the number of cables on the back of the board leaving suitable space in between cables,
and shall also, if possible, be fixed at the corresponding points on the switch board panel. The cables
between these points shall be arranged to form a 'U' or 'S' shaped loop which shall be of such length
as to allow the switchboard panel to swing through an angle of not less than 90°.
14.0 Capacity of Circuits:
14.1 Lights and fans may be issued on a common circuits and such a circuit shall not have more than a
total of ten points of lights, fan, and socket outlets, or a load of 800 watts whichever is less. The
power circuits shall be designed with a maximum of two outlets per circuits generally when load is
not known or specified. In non-residential buildings at important District centers however one outlet
per .circuit may be preferred. The circuit shall be designed based on the loading of the circuit where
not specified the load shall be taken as 1 KW per outlet. Where the load is more than 1 KW it should
be controlled by a isolator switch or miniature circuit breaker.
15.0 Passing Through Walls and Floors:
15.1 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 or box and that the wires pass
through in a straight line without any twist or cross in wires, on other ends of such holes.
(a) A teak wood box extending through the 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) The conductor shall be carried either in a rigid steel conduit conforming to *IS : 1653-1964
specification for Rigid Steel conduits of Electrical wiring (Revised) or a rigid non-metallic
conduit conforming to *IS : 2509-1963 specification for Rigid Non-Metallic 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 conductors while passing through floors shall be protected from mechanical injury
by means of rigid steel conduit (See *IS : 1653-1964) to a height not less than 1.5m above
the floors and flush with the ceiling below. This steel conduit shall be earthed and securely
15.2 Where a wall tube passes outside a building so as to be exposed to weather, the outer end shall be
belt mounted and turned down-wards, and properly bused on the open end.
1. Fixing to Walls and Ceilings:
Plugs for ordinary walls or ceilings shall he of well seasoned teak or other approved hardwood not
less than 5 cm long and 2.5 cm. square on the inner end arid 2 cm. square on the outer end. They
shall be cemented into walls to within 7.5 mm ef the surface, the remaining being finished according
to the nature of the surface with plaster or lime punning.
2. Where owing to irregular crossing or other reasons the plugging of the walls or ceiling with wood
plugs presents difficulties, the wood casing, wood batten, metal conduit, or cleat (as the case may
be) shall be attached to the wall or ceiling in an approved manner. IN the case of new building,
wherever possible, teak wood plugs shall be fixed in the walls before they are plastered.
3. To achieve neatness, plugging of walls or ceiling may be done by an approved type of asbestos,
metallic or a fiber fixing plug.
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4. Branch Switches:
Where the supply is derived from a three-wire or four-wire source, and distribution is done on the
two wire system, all branch switches shall be placed in the outer or live conductor of the circuit and
no single-phase switch or fuse shall be inserted in the middle wire, earth or earthed neutral conductor
of the circuit. Single-pole switches (Other than for multiple control) Carrying not more than
amperes may be of tumbler type which shall be 'ON' when the handle known is down.
Where conductors are required to be threaded through tubes or channels formed in the metal work
of fittings these must be free from sharp angles or projecting edges and such size that will enable
them to be wired with the conductors used for the final sub Circuits without removing the boarding,
taping or outer covering. As far as possible, all tubes and channels should be of sufficient size to
permit 'Looping back; of wires cables and flexible cords other than those designed for high
temperature shall not be used for wiring fittings except for portable fittings. All fittings must have
not less than a half inch male nipple. Fittings and lamp holders for gas filled lamps shall be
adequately ventilated.
17. Where light fitting is supported by one or more flexible cords, the maximum weight to which
the twin flexible cords may be subjected shall be as follows:
Nominal cross No. & Dia in Max. Permissible
sectional mm of wires weight
18.2 NO inflammable shade shall form a part of light fitting unless such shade is well protected against
all risks o1 fire. Celluloid shade or light fitting shall not be used under any circumstances.
18.3 Fitting of Wire:
The use of fitting wire shall be restricted to the internal wiring and the lighting fittings. Where fitting
wire is used for wiring, for the sub-circuit loads shall be terminated in a ceiling zone or connector
from which they shall be carried into the fittings.
1. Lamp Holders:
Lamp holders for use on brackets and the like shall be in accordance with *IS: 1258-1967,
specification for Bayonet lamp holders and all those for use flexible pendants shall be provided with
cord grips. All lamp holders shall be provided with shade carriers. Where centre contact Edison
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.
2 Outdoor Lamps:
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 cord grip lamp holders shall not be used where exposed to
whether. In verandahs and similar exposed situations where pendants are used, they shall be of fixed
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 IS : 418 :
specification for Tongster Filament General Service electric lamp:
4 Fans, Regulators and Clamps:
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Ceiling fans including their suspension shall conform to *IS 374- 1960 specification for electric
ceiling fans and regulators (Revised) & to the following requirements:
All ceiling fans shall be wired to ceiling roses or to special connector boxes, to which fans rod wires shall
be connected and suspended from hooks or shackles with insulators between hooks and suspension rods.
There shall be no joint in the suspension rod, but if joints be avoidable then such joints shall be screwed to
special couplers of 5 cm minimum length and both ends of pipes shall touch together within couplers, and
shall in addition be secured by means of split pins; alternatively, the two pipes may be welded.
Fans clamps shall be of suitable design according to the nature of construction of ceiling on which these
clamps are fitted. In all cases fan clamps shall be fabricated from tested new metal of suitable sizes and they
shall be as close fitting as possible. Fan clamps for reinforced concrete roots shall be buried with the casting
and due care shall be taken that they shall serve the purpose. Fan clamps for wood beams shall be of suitable
flat iron fixed on two sides of the beam and according to the size and section of the beam one or two mild
steel bolts passing through the beam shall hold both flat irons together. Fan clamps for steel joint shall be
fabricated from tested flat iron to fit in rigidly to the bottom flange of the beam. Care shall be taken during
fabrication that the metal does not crack while hammering to shape. Other fan clamps shall be made to suit
the position, but in all cases care shall be taken to see that they are rigid and safe.
Note: All fan clamps shall be .so fabricated that fans revolve steadily.
Canopies on top and bottom of suspension rod shall effectively hide suspensions and connections
to fan motors, respectively.
The lead-in-wire shall be of nominal cross-sectional area not less than 1.0 mm2 with copper and
1.5 mm2 with aluminium and shall be protected from abrasion.
Unless otherwise specified, the clear distance between the ceiling fan and the floor shall not be
less than 2.75 m.
For fixing of an exhaust fan, a circular hole shall be provided in the wall to suit the size of the frame
which shall be fixed by means of rag-bolts embedded in the wall. The hole shall be neatly plastered
with cement and brought to the original finish of the wall. The exhaust fan shall be connected to
exhaust fan point which shall be wired as near to the hole as possible by means of a flexible, cord,
care being taken that the blades rotate in the proper direction.
10. Attachment of fittings and accessories:
11. In other than conduit wiring, all ceiling crosses, brackets, pendants and accessories attached to walls
or ceilings shall be mounted on substantial teak wood blocks twice varnished after all fixing holes are made
in them. Blocks shall be not less than 4 cms. deep, Brass screws only shall be used for attaching fittings and
accessories to their base blocks.
(i) Interchangeability:
Similar part of all switches, lamp holders, distribution fuse- boards ceiling roses, brackets, pendants,
fans and all other fittings of the same type shall be inter-chargeable in each installation.
13. Conduit Wiring System:
a. Type and size of conduit - All conduit pipes shall be conforming to *IS : 1653-1964, furnished with
galvanised or stove enamelled surface. All conduit accessories shall be of threaded type and under no
circumstances pin grip type or clamp type accessories be used. No steel conduit less than. 16 mm in diameter
shall be used. The number of insulated conductors that can be drawn into rigid steel conduit are given in
(c) Bunching of cables - Unless otherwise specified, insulated conductors of AC supply and DC supply
shall be bunched in separate conduits.
1 Conduit-joints-Conduit pipes shall be joined by means of screwed couplers and screwed accessories
Specification for Fittings for Rigid Steel Conduits for Electrical Wiring) In long distance strance
straight runs of conduit, inspection type couplers at reasonable intervals shall be provided or running
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threads with couplers and jam-puts (in the latter case the bare threaded portion shall be treated with
anti-corrosive preservative) shall be provided. Thread on conduit pipes in all cases shall be between
11 mm to 27 mm long sufficient to accommodate pipes to full threaded portion of coulers or
accessories. Cut ends of conduit pipes shall have no sharp edges nor any buries left to avoid damage
to the insulation of conductors while puling them through such pipes;
TABLE-II MAXIMUM PPERMISSIBLE NUMBER OF 250-VGRADE SINGLE CORE CABLES THAT
CAN BE DRAWNRIGID STEEL CONDUIT
(CLAUSE 6.5.1.1)
Size of Conduit
onal and : : (No. of Cable Max) : : :
area. Diameter in : : : : : : :
* For Cu. Conductors only. +For Al.
Conductors only.
Note : 1 The cable shows the maximum capacity of conduits for the simultaneous drawing-in of cables. The
tableapplies to 250 volts grade cable. The columns headed 'S' apply-to runs of conduit which have
distance not exceeding M between d/aw in boxes, and which do not deflect from the straight by
angle of more than 15°. The co lumns headed 'B' apply to runs of conduit which deflect from the
straight by an angle of more than 15°.
Note : 2 In case of inspection type draw-in box has been provided and if the cables is first drawn through
one straightconduit, then through the drawn box, and then through the second straight conduit,
such systems may be considered as that of a straight conduit even if the conduit deflects through
the straight by more than 15°.
19. Protection against dampness – In order to minimize condensation or seating inside the tube, all
outlets ofconduit system shall be properly drained and ventilated, but in such a manner as to prevent the
entry of insects as far as possible.
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20. Protection of conduit against rust – The outer surface of the conduit pipes, including all bends,
unions, teesjunction boxes, etc., forming part of the conduit system shall be adequately protected against
rust particularly when such system is exposed to weather. In all cases, no bare threaded portion of conduit
pipe shall be allowed unless such bare threaded portion is treated with anti-corrosive preservative or covered
with approved plastic compound.
21. Fixing of conduit – Conduit pipes shall be fixed by heavy gauge saddles, secured to suitable wood
plugs orany other approved plug with screws in an approved manner at an interval of not more than one
meter but on either side of couplers or bends or similar fittings, saddles shall be fixed at a distance of
cm. from the centre of such fittings.
22. Bends in conduit – All necessary bends in the system including diversion shall be done by bending
pipes, orby insuring suitable solid or inspection type normal bends, elbows or similar fittings; or by fixing
cast iron inspection boxes whichever is more suitable. Conduit fitting shall be avoided as far as possible.
On conduit system exposed to weather, where necessary, solid type fitting shall be used. Radius of such
bends in conduit pipes shall be not less than 7.5 cm. No length of conduit shall have more than the equivalent
of four quarter bends from outlet, the bends at the outlets not being counted.
23. Outlets – All outlets for fitting switches etc. shall be boxes, of suitable metal or any other approved
outletboxes for other surface mounting or flush mounting system.
24. Conductors – All conductors used in conduits wirings shall preferably be stranded. No single - core
cable ornominal Cross-sectional area greater than 130 mm2 shall be enclosed in a conduit and used for
alternating current.
25. Erection and earthing of conduit – The conduit of each circuit or section shall be completed
beforeconductors are drawn in. The entire system of conduit after erection shall be tested for mechanical
and electrtoal continuity throughout and permanently connected to earth conforming to the requirements
specified under 7 by means of special approved type earthing clamp efficiently fastened to conduit pipe in
a workmanlike manner for a perfect continuity between each wire and conduit. Gas or water pipes shall not
be used as earth medium. If conduit pipes are liable to mechanical damage, they shall be adequately
26. Recessed Conduit wiring system with Rigid Steel conduits – Recessed conduit wiring system
shall complywith all the requirements for surface conduit wiring system specified in 6.5.1.1. to 6.5.1.10 and
in addition, conform to the requirements specified in 6.5.2.1. to 6.5.2.4
27. Making of chase – The chase in the wall shall be neatly made and be of ample dimensions to permit
theconduit to be fixed in the manner desired. In the case of buildings under construction, chases shall be
provided in the wall, ceiling etc., at the time of their construction and shall be filled up neatly after erection
of conduit and brought to the original finish of the wall.
28. Fixing of conduit in chase – The conduit pipe shall be fixed by means of staples or by means of
saddles notmore than 60 cm. apart. Fixing of standard bends or elbows shall be avoided as far as practicable
and all curves maintained by bending the conduit pipe itself with a lounge radius which will permit easy
drawing-in of conductors. All threaded joints of rigid steel conduit shall be treated with some approved
preservative compound to secure protection against rust.
29. Inspection boxes – Suitable inspection boxes shall be provided to permit periodical inspection and
to facilitateremoval of wires, if necessary. These shall be mounted flush with the wall. Suitable ventilating
holes shall be provided in the inspection box covers.
30. Types of accessories to be used – All outlets such as switches and wall sockets, may be either of
flushmounting type or surface mounting type.
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Flush mounting type – All flush mounting outlets shall be of cast iron or mild steel boxes with a coverof
approved insulating material or shall be a box made of a suitable insulating material. The switches and
other outlets shall be mounted on such boxes as would be approved. The, metal box shall be
efficiently earthed with conduit by an approved means of earth attachment.
Surface mounting type – If surface mounting type outlet box is specified, it shall be of any
approvedinsulating material and outlet mounted in an approved manner.
A When crossing through expansion joints in buildings, the conduit sections across the joint may be
through flexible conduits of the same size as the rigid conduit.
# Conduit Wiring System with Rigid Non-Metallic Conduits:
Rigid Non-Metallic conduits are used for surface, recessed and concealed conduit wiring.
2. Type and size – All non-metallic conduits used shall conform to IS : 2509-1963 The conduit may
be eitherthreaded type or plain type as specified in IS : 2509-1913* and shall be used with the corresponding
accessories (See IS : 3419-1965) specification for Fittings for Rigid Non-Metallic Conduits).
3. Bunching off cables – Conductors of AC supply and DC supply shall be bunched in separate
conduits. Thenumber of insulated cables that may be drawn into the conduits are given in Table III. IN this
table the space factor does not exceed 40 percent.
TABLE- PERMISSIBLE NUMBER OF 250 VOLTS SINGLE- CABLE THAT
MI MAXIMUM GRADE CORE MAY BE
INTO RIGID NON-METALLIC
Size of conduit
Size of cable (mm)
Nominal No. Diameter in 16 20 25 32 40
Crossectional area. mm of wires max)
*For copper conductors only.
+For aluminium conductors only.
1. Conduit joints - shall be joined by means of screwed or plain couplers depending on whether the
conduits arescrewed or plain. Where there are long runs of straight conduit. Inspection type couplers shall
Sign.of the Contractor Sign. of the Executive Engineer
be provided at intervals. For conduit fittings and accessories reference may be made to IS : 3419-1965.
2. Fixing of conduits – The provision of 25.1.6 shall apply except that the spacing between saddles or
supportsis recommended to be 60 cms for rigid non-metallic conduits.
3. Bends in conduit – Wherever necessary, bends or diversions may be achieved by bending the
conduits (See6.5.3.9) or by employing normal bends, inspection bends, inspection boxes, elbows or similar
1. Conduit fittings shall be avoided, as far as possible on outdoor system.
2. Outlets – All the outlets for fittings, switches, etc. shall be boxes of substantial construction. In
order to minisecondensation or sweting inside the conduit, all outlets of conduit system shall be properly
drained and ventilated, but in such a manner as to prevent the entry of insects, etc. as far as possible.
3. For use with recessed conduit wiring system the provisions of 6.5.2.1 to 6.5.2.4 shall apply.
4. Heat may be used to soften conduit for bending and forming joints in case of plaint conduits. As the
material soften when heated, fitting of conduit in close proximity to hot surfaces should be avoided. Caution
should be exercised in the use of the conduit in locations where the ambient temperature is 50°C or above.
Use o f such conduits in place where ambient temperature is 60°C or above is prohibited.
PVC INSULATED AND 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.
2 Attachment to walls and ceiling:
All cables on brick walls, stone or plastered walls and ceiling shall be run on well seasoned, perfectly
straight and well varnished on four sides, teak wood or any approved hardwood battens not less than 10 mm
finished thick, width of which shall be such as to suit total width of cables laid on the batten, prior to
election, 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
phill plug at an interval not exceeding 75 cm. Wood plug can be used only with special approval of the En-
gineer-in-charge. The flat head wood screws shall be counter within wood batten and smoothed down with
Where wiring in to be carried out along the face of the rolled steel joints, a wooden batten of
adequate width shall first be laid on the same and dipped to it as inconspicously as possible. The wiring
should then be fixed to this backing in the ordinary way. Where wiring passes through structural steel
work, the holes shall be suitably bushed to prevent the abrasion of the cables.
Attachment to false ceiling: In no case, the open wiring shall be run above the false ceiling without
the approval of Engineer-in-charge.
3 Link dips: Only aluminium alloy clips/joint clips shall be used. The thickness shall be 0.32 mm
(30 SWG) forlengths of 25 mm to 40- mm and 40 mm (28 SWG) for lengths of 50 mm to 80 mm. The
width shall not be less than 8 mm in all these cases. Link clips/joint clips shall be so arranged that one
single clip shall not hold more than two core or three single core TR3 of PVC insulated and PVC sheathed
uppto 2.5 sq. mm above while a single clp shall hold a single twin core or two single core cables. The
clips shall be fixed on varnished wood batten switch iron pins and space at interval of 15 cm both in the
case of horizontal and vertical runs.
4 Bends in wiring: The wiring shall not in any circumstance? x bent so as to form an abrupt right
angle but mustbe rounded off at the comers to a radius not less than six times the overall diameter of the
Sign.of the Contractor Sign. of the Executive Engineer
5 Protection of wiring from Mechanical Damage:
In cases where there are chances of any damage to wiring, such wiring shall be drawn complying with all
the requirements of conduit wiring system.
Such protective covering shall in all cases be fitted on all down drops within 1.5 m from the floor, or from
floor level upto the switch board whichever is less.
6 Passing through floors: All cables taken through floor shall be enclosed in heavy gauge steel
conduitextending 1.5 m above the floor or upto the switch board whichever is less and flush with the ceiling
below or by means of any approved type of metallic covering. The ends of all conduits or pipes shall be
neatly bushed with porcelain wood or other approved material. The conduit pipes, shall be securely earthed.
7 Passing through walls: When conductors pass through walls, any one of the following methods
shall beemployed. Care should be taken to see that wires pass very freely through protective pipe or box
and that wires pass through in a straight line without any twist or cross in wires on either ends of such holes.
A box of teak wood or approved hard wood extending through the hole thickness of the wall shall be buried
in the wall and casings or conductors and casing or conductors shall be carried so as to allow 1.3 cm air
space on the three sides of the casing or conductor.
The conductors shall be carried in an approved heavy gauge solid drawn or lap weld conduit or in a porcelain
tube of such a size that it permits easy drawing in, the ends of conduit shall be neatly bushed with porcelain,
wood or other approved material.
Where a wall tube passes outside a building so as to be exposed to weather, the outer end shall be
bell mouthed and turned downwards and properly bushed on the open end. The conduit shall be neatly
arranged so that the cables enter them without bending.
8 Buried cables: The TRS or PVC sheathed cable shall not normally be buried directly in plaster.
Where sospecified in the special specification they may be taken in teak wood channeling of ample capacity
or conduit pipe buried in the wall.
9 Stripping of outer covering. While cutting and stripping of the outer covering of the cable, care
shall be takenthat the sharp edge of the cutting instrument does not touch the inner insulation of the
conductors. The protective outer covering of the cables shall be stripped off near connecting terminal and
this protective covering shall be maintained upto the close proximity of connecting terminals as far as
practicable. Care shall be taken to avoid hammering on link clips with any metal instrument after the cables
are laid. Where junction boxes are provided they shall be made moisture proof with a plastic compound.
A. PAINTING WORK IN GENERAL:
B. Paints: Paints, oils, varnishes, etc. of approved make in original to the satisfaction of the Engineer-
in-chargeshall, only be used.
C. Preparation of surface: The surface shall be thoroughly cleaned and dusted before painting is
started. Theproposed surface shall be inspected by Engineer-in-charge or his authorized agent and shall
have received the approval before painting is commenced.
D. Application: Paint s hall be applied with brush. The paint shall be spread as smooth & even as
possible.Particular care shall be paid to rivets, nuts, bolts and cover lapping. Before drawing cut, it shall be
continuously stirred in the smaller containers with a smooth stick while it is being applied.
Each coat shall be allowed to dry out sufficiently before a subsequent coat is applied.
E. Scope: Painting on old surface in indoor situations will not include primer coat except where
speciallymentioned in the schedule of work or special specification. However, where rust has formed on
iron and steel surfaces the spots will be painted with one anti-rust primer coat.
F. Precautions: All furniture fixtures, glazing floors, etc. shall be protected by covering. All stains,
smears,splashing, dropping of every kind shall be removed. While painting of wiring etc. it shall be ensured
that painting of wall and ceiling etc. is not spoiled in any way.
G. Painting of conduit and accessories: After installation, all accessible surface of conduit pipes,
fittings switchand regulator boxes, etc. shall be painted with two coats of approved enamel paint or
aluminium paint as required to match the finish ' surrounding wall, trusser, etc.
Sign.of the Contractor Sign. of the Executive Engineer
The clip for batten wiring shall be of Aluminium conforming to I.S. specification No. 2415-1975.
Signature of Contractor Deputy Executive Engineer Executive Engineer
Project Sub Division No.2 Damanganga Canal Investi. Dn.
Sign.of the Contractor Sign. of the Executive Engineer
VENDOR LIST FOR ELECTRICAL WORK
LIST OF APPROVED MAKE FOR SOR ITEMS
Sr. Item Approved Make Make Offered By
1 Shockproof Accessories Havells Crabtree, C&S, Anchor,
Modular Type Schindler
2 L.T Cable & Wire R.R. Kable, Havell's, Finolex,
Torrent, Anchor
3 Cable Gland JAISON/3D/ COMMET / HMI
4 Lugs & Sockets DOWELLS / ISMAL /3D /
5 Panel Board CPRI APPROVED ( to be got
Manufacturer approved prior to supply)
6 MCCB / ACB / MCB / Havells, C&S, Siemens, GE,
DB /ELCB Schindler
7 Changeover Switch Havells, C&S, Siemens, GE,
8 Busbar Chamber Havells, C&S, Siemens, GE,
9 Switch gear & control Havells, C&S, Siemens, GE,
10 Earthing Ashlok, Green Wire, ARVI
11 PVC Conduits Precision, Anchor, Polycab
12 Telephone / LAN Cable D-Link, Finolax, RR Kable,
13 Capacitor ( Double layer Havells, Matrix, PMX, Jilco
14 Energy meter ENERCON/YOCOGAVA/FLUK
E/KRYCARD/SAM/ABB/
SCHNIDER or équivalent
15 Digital Meters RISHABH (L&T) / CONZERVE /
HPL / ENERCON / KRYCARD /
16 Selector Switch KEYCEE / SALZER / SIEMENS /
17 LT Terminal Connectors ELEMEX/CONNECTWELL/WA
18 ASHMOR / KAPPA / JYOTI /
C.T ( Cast resin) ABB / SILKANA / GILBERT /
19 Indicating Lamp RAAS CONTROL / TEKNIK /
VAISHNO / BINAY/ESBEE
20 Push Button SIEMENS / RAAS CONTROL /
21 Switch Disconnector Havells, C&S, L&T, Siemens, GE,
Fuse unit Schindler
Sign.of the Contractor Sign. of the Executive Engineer
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