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Tender Value
₹16.7 L
EMD Value
₹49,962
Closing Date
29 Sept 2026, 6:00 pm2d left
CHIEF ENGINEER (G)
Renovation and Miscellaneous Civil Works for the Existing Shed of Stator Bar at Main Store, GSECL, GTPS
339593
EW-341
Open
Miscellaneous Works
Works
Gandhinagar
2 documents required · 2 mandatory
₹1,770
Gujarat State Electricity Corporation Limited Payable at Gandhinagar
₹49,962
5 Sept 2026
5 Sept 2026
5 Sept 2026
29 Sept 2026
5 Sept 2026
1. SECTION-A:
ACKNOWLEDGEMENT OF TENDER FEE /EMD.
TENDER NOTICE.
2. SECTION-B:
DECLARATION FORM CUM UNDER TAKING TO BE
SIGNED BY BIDDER
RTGS DETAILS OF BIDDER
PROJECT SYNOPSIS
SCOPE OF WORK AND SITE CONDITION
SPECIAL NOTE FOR PRE-QUALIFICATION
GENERAL INSTRUCTION TO THE TENDERER
3. SECTION-C:
GENERAL CONDITIONS OF CONTRACT
4. SECTION-D:
TERMS AND CONTRACT FOR WORKS
GENERAL SAFETY RULES & LIST OF SAFETY
5. SECTION-E :
PERFORMA FOR BANK GUARANTEE
INTEGRITY PACT
CERTIFICATE – A
ANNEXURE – I (DETAILS OF BANK FOR
SOLVEANCY & BG)
6. SECTION-F:
SPECIAL CONDITIONS FOR USE OF CEMENT
APPROVED NAME OF MANUFACTURERS OF
STEEL / CEMENT
GENERAL GUIDELINES RELEVANT TO I.S.
7. SECTION-G:
GENERAL SPECIFICATIONS
TECHNICAL SPECIFICATION
DETAIL SPECIFICATION
8. SECTION-H:
SCHEDULE-B
Safe Maintenance Procedure
EW- 341 PUR-F-006 RFQ-
ACKNOWLEDGEMENT OF TENDER FEE /EMD
TENDER NOTICE
EW- 341 PUR-F-006 RFQ-
GUJARAT STATE ELECTRICITY CORPORATION LIMITED
Gandhinagar Thermal Power Station, Gandhinagar, India–382041.
Ph. 91-79-23215663Fax: 91-79-23217673, e-mail:
[email protected] Website: www.gsecl.in
CIN:U40100GJ1993SGCO19988
ACKNOWLEDGMENT
E- Tender for the
Renovation and Miscellaneous Civil Works for the Existing Shed of Stator Bar at
Main Store, GSECL, GTPS.
TENDER FEE PAID VIDE DEMAND DRAFT NO. _________________________________
DATED___________________________ RS. __________________________________
EARNEST MONEY DEPOSIT PAID VIDE D.D. NO.
_______________________________ DATED ____________________ RS.
1. The undersigned reserves the right to reject any or all tenders without
assigning any reasons thereof.
2. The Tender fee will be accepted in form of Demand Draft and Earnest Money
Deposit will be accepted in form of Demand Draft or Bank Guarantee of any bank as
prescribe in ANNEXURE- I drawn in favour of “GUJARAT STATE ELECTRICITY
CORPORATION LTD.” payable at Gandhinagar TPS
For & On behalf of GSECL
CHIEF ENGINEER (Gen)
SIGNATURE OF CONTRACTOR GSECL: GTPS
EW- 341 PUR-F-006 RFQ-
GUJARAT STATE ELECTRICITY CORPORATION LIMITED
Gandhinagar Thermal Power Station, Gandhinagar, India–382041.
Ph. 91-79-23215663Fax: 91-79-23217673, e-mail:
[email protected] Website: www.gsecl.in
CIN:U40100GJ1993SGCO19988
Tender Notice No: GSECL/___/ __/ For Civil works
CE [Generation], Gandhinagar, TPS invites “On-line Tenders” (e-tendering) for the work of Renovation
and Miscellaneous Civil Works for the Existing Shed of Stator Bar at Main Store, GSECL, GTPS.Tender
Papers & Specifications may be down loaded from Web site https://gsecl.nprocure.com(For view,
down load and on line submission) and GUVNL / GSECL web sites www.gsecl.in (For view
only).All tender documents are to be upload (Notarized / self-attested copies of original – as specified in
tender document) through online only (mandatory) on (n) procure portal excluding Tender fee and EMD
Tender fee and EMD are to be submitted physically by Registered Post A.D. or Speed Post addressed
to: CHIEF ENGINEER (GENERATION), GUJARAT STATE ELECTRICITY CORPORATION LTD,
THERMAL POWER STATION, GANDHINAGAR-382041, GUJARAT. “NO COURIER SERVICE OR
HAND DELIVERY” will be accepted.
Tender Estimated Cost E.M.D.
EW- Renovation and Rs. 6 (Six) Rs. 1500+
341 Miscellaneous 1665390.65 Calendar = Rs. 1770/- Rs.49962.00
Civil Works for Rupees Months from (One Thousand (Forty nine
the Existing Sixteen Lakh the date of Seven Hundred thousand nine
Shed of Stator Sixty Five written order Seventy hundred sixty
Bar at Main Thousand to commence Rupees Only two rupees
Store, GSECL, Three the work. (Non Only)
GTPS. Hundred Refundable)
Ninety and
Sixty Five
paisa only
180 Days [From the opening of
1 Validity of Tender
Technical Bid].
Last Date for Online tender / offer submission through
2 As per Tender Notice
(n)Procure only up to 18:00 Hrs(This is Mandatory)
Last Date for physical receipt of cover for DD / Bank Guarantee /
3 Online payment reference for Tender Fee and EMD only up to As per Tender Notice
15:00 Hrs Through RPAD or Speed Post Only
Date of opening of online Technical Bid, all relevant documents
submitted through online process, Cover for Tender fee and
4 As per Tender Notice
EMD at 15:30 Hrs (Online technical bid will be opened for
Bidders who have submitted Cover for Tender Fee and EMD)
Tentative date of on-line opening of price bid (if possible) at Party has to be in touch with
15.30 hrs. website www.nprocure.com and
also with e-mail sent by above
For & On behalf of GSECL
CHIEF ENGINEER (Gen)
SIGNATURE OF CONTRACTOR GSECL: GTPS
EW- 341 PUR-F-006 RFQ-
1) Required documents mentioned in tender documents must be uploaded in n-procure
online only. No physical documents are to be submitted except tender fee and EMD
cover. Price Bid shall not be submitted in Hard copy.
2) Demand Draft for Tender Fee and EMD (Original) cover only to submit through
RPAD/Speed post only.
All such documents should be strictly uploaded in N-procure only expect Tender
Fee and EMD details cover. Otherwise the offer will not be considered and no any
further communication in the matter will be entertained.
3) In case any deviation is found in Data / Details / Documents uploaded on N-procure
online offer (e-tendering) documents then such tender will not be considered and no
any further communication in the matter will be entertained. Tenders must be un-
conditional. Conditional Tenders will be rejected.
4) Further bidders are requested to submit Technical Bid documents and price – bid
i.e. Schedule-B on line only and not to submit the Technical bid and price bid in
physical form expect Tender Fee and EMD details cover. This is mandatory. If
Technical bid document and price bid is submitted in physical form expect Tender
Fee and EMD details cover, same will not be opened and only on-line
Uploaded/submitted Technical bid document and price will be considered for
evaluation. The bidder is requested not to upload/submit the by online
(n)procure while bid submission on in (n)procure tender document, condition
of the contract, specification & other relevant documents, except documents
as stated here above. Instead of the same, the bidder shall upload on (n) procure
scan copy of the duly Notarized Undertaking as stated below declaration form on
the stamp paper of Rs. 300/-. However, bidder may download tender document
& preserve with them in Hard Copy for their future reference. Later on, L1
bidder shall be asked to collect the tender documents from the tender inviting
authorities for the purpose of contract agreement execution and place their
signature with seal of the company.
5) It is mandatory for all the bidders to submit their tender documents viz. on-line (e-
tendering) and uploading on (n) procure in scheduled time. Tender documents
submitted in physical form will not be accepted and considered expect Tender Fee
and EMD details cover. Also, all bidders shall submit required Physical documents
as stated in Tender Notice
6) GSECL reserves the rights to reject any OR all tenders without assigning any
reasons thereof.
EW- 341 PUR-F-006 RFQ-
7) Tender Notice Number & name of the work shall be clearly written on the covers of
containing the Tender Fee and EMD.
8) Technical / Price Bids will be opened on the day and time indicated in the tender
notice by an Officer nominated by the Purchaser in the presence of such of the
bidders who wish to be present. Any technical questions, information and
clarifications that may be required pertaining to this tender should be referred to the
CHIEF ENGINEER (GEN.) Gandhinagar TPS. Also during pre-bid meeting (if
arranged) the same may please be discussed
The exemption in payment of Tender Fee & EMD shall be given to the,
1. Micro & small-scale enterprises which participate directly in tendering process
for the product which they are manufacturing / service which they are
providing and have Udyam registration for items / service under procurement.
2. Startups which participate directly in tendering process for the product which
they are manufacturing / service which they are providing and recognised by
DPIIT under the Start-up India Program and has obtained Udyam registration.
3. Organization which has registration certificate for the manufacturing product
of the tender, from Gujarat Khadi Gramodyog Board or Khadi and Village
Industries Commission(K.V.I.C)or Commissioner of Cottage Industries.
4. Board/Corporations/PSUs of the Central/State Government for their own
manufactured items.
5. State Government recognized organizations like(i) organizations for blinds,
dumb and deaf, disabled, mentally disabled persons;(ii)women's self-help
group recognized by Gujarat Livelihood Promotion Company; which
participate directly in tendering process for the product which they are
manufacturing / service which /they are providing
For & On behalf of GSECL
CHIEF ENGINEER (Gen)
SIGNATURE OF CONTRACTOR GSECL: GTPS
EW- 341 PUR-F-006 RFQ-
DECLARATION FORM CUM UNDER TAKING
TO BE SIGNED BY BIDDER
RTGS DETAILS OF BIDDER
PROJECT SYNOPSIS
SCOPE OF WORK AND SITE CONDITION
SPECIAL NOTE FOR PRE-QUALIFICATION
GENERAL INSTRUCTION TO THE BIDDER
EW- 341 PUR-F-006 RFQ-
(To be uploaded on (n) procure online process duly notarized on Rs. 300/- Non –
Judicial Stamp Paper)
DECLARATION FORM
Bar at Main Store, GSECL, GTPS.
Tender No/ RFQ No:
1. I/We hereby declare that I/We have carefully studied the entire tender placed on the
WEB site and conditions of contract, specifications and other documents of this work
mentioned in the tender and abide by the same. Also, I/We hereby agree to execute
the same accordingly.
2. I/We hereby abide to execute the contract agreement by downloading the copies of
the conditions of contract, specifications and other documents of this work of
and the same will be acceptable to me/us.
3. I/We hereby accept and confirm that any dispute on this regard shall not be
4. I/We hereby declare that I/We have visited the work site and fully acquainted
myself/ourselves with the local situations regarding materials, labour and other
factors pertaining to the work before submitting the tender.
5. I/We hereby confirm that our offer is Un-conditional and without any technical &
commercial deviations.
6. Should this tender be accepted, I /We hereby agree to abide by to fulfill all the terms-
conditions and provision of the Tender and Contract for Works as applicable and
default thereof, to forfeit and to pay to the Gujarat State Electricity Corporation
Limited the sums of money due.
7. The full value of the “Earnest Money Deposit” paid herewith should be absolutely
forfeited to the Corporation, should I/ we do not execute / commence the work after
issuance of date of commencement by GSECL.
8. If, I fail to submit all required documents with application or tender copy ( in each
tender ) then my tender will be cancelled, which is binding to me.
9. If, full or part work will be given to me, it will be accepted to me with same terms, rate
& conditions.
EW- 341 PUR-F-006 RFQ-
10. I, ______ proprietor / owner / partner / Authorized Agent of M/s. ______ do hereby
also declare and undertake as under:
a) That in capacity of independent contractor for M/s. ______ (Sub-Contractor of
M/s. ______ ) worked as contractor at GSECL, ___________Thermal Power Station
for the nature of work of ______ against work Order No. ______ Dt. ______., I have
complied with the provisions of all laws as applicable. I have paid the wages for the
month/s of my contractual period which is / are not less than the minimum rates as
applicable, to all my employee/s and no other dues are payable to my employee/s.
b) That I have covered all the eligible employee/s under the Employees’
Provident Funds and Miscellaneous Provisions Act, 1952 and deposited the
contributions under my PF Code No. ______, place: ______ for the month/s of my
contractual period and as such no amount towards contribution whatever is payable.
c) I further declare and undertake that in case any liability pertaining to any of my
worker, labour, employee/s is/are to be discharged by the principle employer i.e.
Gujarat State Electricity corporation Limited, ___________Thermal Power Station
due to my lapse, I undertake to reimburse the same or the principle employer is
authorized to deduct the same from my dues as payable.
d) I further declare and undertake the legal consequences which may arise in
future under the said work order awarded, and I bond myself to resolve the same at
the risk and cost of M/s. ______.
authorized signatory of M/s
______________________________________________ here by certify that M/s
_________________________________________________ and their proprietor /
any partner / any directors of the firm is not stop deal and / or banned for business
dealing and / or black listed by GUVNL and / or their any subsidiary company viz.
GSECL / GETCO / DGVCL / MGVCL / UGVCL / PGVCL as well as Government
and / or Semi Government company / department.
Seal & Signature of the Bidder
Phone / Mobile/ Fax No. & Company’s Seal
EW- 341 PUR-F-006 RFQ-
E- Tender for the work of Renovation and Miscellaneous Civil Works for the Existing
Shed of Stator Bar at Main Store, GSECL, GTPS.
RTGS DETAIL OF BIDDER
Following RTGS details shall be submitted by agency along with the tender for direct deposit of
payment to the beneficiary account. Bidder has to submit the details as under:
1 Name of Bidder :-
2 Address for correspondence :-
3 E-Mail ID :-
4 Phone / Mobile No. :-
5 Name of Beneficiary :-
6 Bank Account Number of :-
beneficiary
7 Name of Bank of beneficiary :-
8 Name of Bank, branch & address :-
9 Type of account :-
10 Bank Code :-
11 RTGS Code :-
12 IFSC Code :-
EW- 341 PUR-F-006 RFQ-
Project Synopsis and Data
1) Location :- Gandhinagar Thermal power station
2) Purchaser :- GUJARAT STATE ELECTRICITY CORPORATION
3) Engineer :- Chief Engineer(Gen)
4) Site of Project :- Gandhinagar,Gujarat State
5) Nearest town :- Gandhinagar
6) Nearest Railway Station :- Gandhinagar Capital(Ahmedabad is situated at a
distance of about 30.00Km)
7) Nearest Port :-
8) Nearest Air Port :- Ahmedabad-20Km(Approx)
9) Access Road :-
10) Site Elevation from MSL :- RL 81.5 M(floor level)
11) Meteorological Data
Ambient Air temperature
1] Highest monthly mean of daily Max. :- 35 C
Temperature ( In C)
2] Maximum dry bulb :- 45 C
Temperature ( In C)
3] Minimum dry bulb :- 8.6 C
Temperature ( In C)
Rainfall
1] Average annual rainfall :- 1000 to 1200mm
2] For 01 hour ( In mm) :- 75 to 100mm
3] For 24 hour ( In mm) :- 250mm
Wind velocity
1] Maximum wind velocity :-
(In m/sec)
2] Wind direction – N,NE & SW :-
3] For 24 hour ( In mm) :-
Relative Humidity
1] Annual mean humidity ( In %) :- 50 to 60%
2] Maximum humidity (In %) :- 98%
3] Minimum humidity (In %) :- 2%
4] Type of Atmosphere :- Dry
12) DESIGN DATA
Seismic Data :-
Zone :- Zone-III as per IS 1893-1975
Intensity :-
Ambient temperature :-
Other Data :-
EW- 341 PUR-F-006 RFQ-
SCOPE OF WORK AND SITE CONDITIONS
The main scope of the work is to carryout Renovation and Miscellaneous Civil Works for
the Existing Shed of Stator Bar at Main Store, GSECL, GTPS.
Under the scope of this tender the agency has to carry out the subject work, various works as
per all items of Schedule B and as per detail technical specifications items. The quantities taken
under individual items are very tentative. However, the agency has to carry out the works as
per the Company’s requirements (Anywhere in PH Area).
The agency has to carry out the works as per item & specifications of the tender by providing
all materials of best quality and of standard manufactures as the samples approved by EIC and
providing best workmanship through expert manpower.
The agency has to carry out the works as per the priority & schedule given by EIC time to time
even in on or off working hours of the office. The agency will take complete care and will not
damage any other structure in premises of company.
The agency has to carry out all the works by taking all due cares of safety, security norms, with
all risks including scaffolding, strutting, shoring, etc up to any height irrespective of quantum
of the work.
Contractor has to make arrangement for workable site condition with the co operation of
departments of company and agencies, all necessary arrangement to get work permit is to be
made by contractor. Day to day cleaning is required after completion of job. The removed
materials and any other unwanted materials are to be transported and taken away as
instructed by E.I.C.
All safety measures shall be taken by the contractor with his own cost.
The scope of work to be carried out by the Contractor shall also include Clearance of the site,
Disposal of debris, excavated material etc,
The major works involvement generally mentioned as here under:
Demolition of RCC work, Plaster, roof sheet including ridges, hips, valleys, etc
Brick work, Plaster, RCC work with TMT bar
Steel work, welded in built up sections framed work including cutting, hoisting,
fixing….
Providing and fixing colour coated 0.5 mm (TCT) thick Galvalume sheet of approved
colour….
Providing ridges or hips 600 mm overall in plain G.I. sheet class-3 fixed with G.I.J. or
L Hooks and nuts….
Painting work...
Execution of any item of GoG SoR / GEB SOR / Approved Rate Analysis/Approved
P.O.,W.O. / C.O. Circular etc….
SIGNATURE OF CONTRACTOR CHIEF ENGINEER (Gen)
GSECL, GANDHINAGAR TPS
EW- 341 PUR-F-006 RFQ-
Registration in VMS System
Additional Note: Vendor gets to register in VMS System through vms.guvnl.com. For
registration following documents are required and mail to [email protected] and
[email protected]. After registration vendor have to upload the invoice in the VMS
system for smooth functioning of payment.
Documents required for Registration:
(1) PAN Copy
(2) GST Certificate Copy
(3) Email ID
(4) Full Name of Vendor
EW- 341 PUR-F-006 RFQ-
SPECIAL NOTE FOR PRE-QUALIFICATION
Bar at Main Store, GSECL, GTPS.
The tender documents are of two separate bids i.e. technical and price bids. Bidder is
requested to submit the technical bid with the following credentials for post-
qualification.
1. Bidder should produce evidence of having experience of successfully completed
similar works as defined hereunder, carried out in Central & State Government / Semi-
Government / GSECL / GETCO / DGVCL / MGVCL / UGVCL/PGVCL during the last
seven years ending last day of the month previous to the one in which tender is invited.
Bidder should submit self-attested copies of documentary evidence, preferably photo
copies of work completion certificate, certificate regarding works on hand progressing
satisfactorily along with certificate of amount of work done, work order with Schedule-B,
etc. from the respective department. The amount of completed works should be either
of the following:-
a. Three similar completed works each costing not less than the amount equal to Rs.
b. Two similar completed works each costing not less than the amount equal to Rs.
c. One similar completed works each costing not less than the amount equal to Rs.
2. Similar work means:- General Civil construction / maintenance works.
3. Contractor has to submit satisfactory work completion certificate of the client.
Experience certificate of work executed with private firm shall not be accepted.
Experience as a joint venture or sub-contractor is not allowed and price bid of such
bidders will be rejected.
4. EMD: To pay EMD in form of DD OR in form of B.G. given by bank as described in
the Annexure – I.
5. Tender Fee: The tender fee shall be accompanied in the form of DD.
6. Separate employee’s Provident Fund code number towards registration of firm with
Regional P.F. Commissioner.
7. The Last three-year Audited Annual Accounts, Positive Net worth certificate, and
Average Annual Turnover certificate certified by charted accountant as Per
Qualification Requirement.
8. Financial qualification criteria:
1) The Average Annual Turnover of the bidder, shall not be less than Rs.
during the preceding three (3) financial years as one date of Techno-Commercial
bid opening.
2) Net worth of bidder shall not be less than 100% of the bidder’s paid up share capital
as on the last day of the preceding financial year. In case the Bidder meets the
requirement of Net worth based on the strength of its Subsidiary (ies) and/or
Holding company and/or Subsidiaries of its Holding Companies wherever
applicable, the Net worth of the Bidder and its Subsidiary (ies) and/or Holding
EW- 341 PUR-F-006 RFQ-
company and/or Subsidiary (ies) of the Holding Company, in combined manner
should not be less than 100% of their total paid up share capital. However
individually, their Net worth should not be less than 75% of their respective paid
share capitals.
Net worth in combined manner shall be calculated as follows:
Net worth (combined )= (x1+x2+X3)/(y1+y2+y3) X 100, where x1,x2, x3 are
individual net worth which shall not be less than 75 % of the respective paid up
share capitals and y1, y2, y3 are individual paid up share capitals.
3) In case the bidder is not able to furnish its audited financial statements on stand-
alone entity basis, the unaudited unconsolidated financial statements of the
bidder can be considered acceptable provided the bidder further furnishes the
following documents for substantiation of its qualification.
Copies of the unaudited unconsolidated financial statements of the bidder along
with copies of the Audited consolidated financial statements of its Holding
A Certificate from the CEO/CFO of the Holding Company, stating that the
unaudited unconsolidated financial statements form part of the Consolidated
Annual Report of the company.
4) In cases where audited results for the last preceding financial year as on the date
of techno-commercial bid opening are not available, the financial results certified
by a practicing Chartered Accountant shall be considered acceptable. In case,
Bidder is not able to submit the Certificate from practicing Chartered Accountant
certifying its financial parameters, the audited results of three consecutive
financial years preceding the last financial year shall be considered for evaluating
the financial parameters. Further, a Certificate would be required from the
CEO/CFO, stating that the Financial results of the Company are under audit as
on the date of Techno-commercial bid opening and the Certificate from the
practicing Chartered Accountant certifying the financial parameters is not
available.
5) The bidder must submit Average Annual Turnover and Net worth Certificate in
support of Financial QR, duly certified and verified for authenticity from
Independent Statutory Auditor of their company / Practicing Charted Accountant/
C.A. Firms / TPIA (Third-Party Inspection Agency ) empaneled approved by
GSECL, along with copy of Annual Audited Accounts of last three years.
9. Attested copy of relevant document duly signed and sealed on each and every page
shall be uploaded on (n)procure online process only.
10. Attested copy of GST registration certificate issued by appropriate authority.
11. Bidder shall have to submit the PAN card No for Income Tax with documentary
12. Details of the partnership deed.
13. Copy of the updated valid labor contract license from the appropriate authorities and
updated workman group insurance policy covering labor engaged.
14. If the agency is working at GTPS and its civil work/ works is/are in progress having
poor performance /progress of ongoing work, as decided by C.E. (Gen), GTPS; then
the agency may be considered for technically disqualification.
15. TPI Applicable for Works tender having estimated cost up to Rs 1.00 Crore (without
EW- 341 PUR-F-006 RFQ-
16. Declaration form in original duly notarized on stamp paper of Rs. 300/- (As referred
in Tender Notice) to be uploaded on (n)procure online process
17. Bidder has to submit their valid ESIC registration certificate. In cases where the
bidder is required to engage Workers/Employees who are not covered under the
ESIC Scheme, the bidder shall mandatorily submit a valid Employees'
Compensation Insurance Policy covering such Workers/Employees, in accordance
with the applicable statutory provisions.
The above documents will be analyzed and after satisfaction, the price bid will be
opened. GSECL may verify the documents, experience certificates from authority who
have issued such certificates / details.
On opening of Technical Bid, if any required attested documents are missing in
in absence of these documents sufficient competition is not possible, in that case to
post to bidder/bidders to submit the missing required documents within stipulated time
limit and failing which bidder/bidders will be declared technically disqualified for not
submitting the required documents along with technical bids without any further notice.
However, document will be considered valid only if it is for the period of last day of
month previous to the one in which tenders are invited.
For & On behalf of GSECL
CHIEF ENGINEER (Gen)
GSECL: GTPS
SIGNATURE OF CONTRACTOR
EW- 341 PUR-F-006 RFQ-
GENERAL INSTRUCTIONS TO THE BIDDERS
1. SUBMISSIOIN OF TENDER
The tender should be uploaded/ submitted online on n-procure process.
Technical bid cover:- This cover shall contain all relevant attested qualifying documents as
prescribed in tender notice along with tender fee & EMD. Bidder shall have submit Tender Fee and
EMD cover only, All other require document to be upload on online (n)procure process only
Note: - If attested copies of qualifying documents stated as prescribed in tender notice are
not found in on-line Technical bid, but same should be submitted by mail during scrutiny will
be treated as final to consider the bid for pre-qualification. Any missing documents, if
required will be asked from the bidder as mentioned in this tender elsewhere. If party has not
submitted tender in online is liable to be ignored.
Technical Bid
“Please note that the Notarized / self-attested copies of original required documents should
be invariably uploaded in n-procure portal before due date and time in pdf form (Scanned
copy). This is mandatory. No physical documents are required to be submitted except tender
fee and EMD.
Price bid:-
The price bid shall have to be submitted online only. The percentage rates and price shall be written
both in words, and figures and the units in words. In case of any ambiguity or mistakes, the unit
rates and prices written in words shall be considered as final.
Offered rate shall include cost of all Materials, wastage of material , Labours for all leads and lifts,
Supervision, setting out works, Machinery and equipment with its mobilization / demobilization,
transportation charges, Clearing of the site both prior to commencement and after completion of
work. Consumables such as, but not limited to petrol, oil, diesel, lubricants, drill bits, pipes, ropes
etc. Construction facilities such as scaffolding, tarpaulins, wind break, etc., Overheads / profits of
Contractor for due performance of the work under this contract.
Applicability of goods and service tax:-
1) The tenders shall be evaluated on firm price and cost with GST and cess as applicable unless
otherwise mentioned in the tender documents.
2) IF the supplier/contractor have opted for the composition scheme of GST, the same must be clearly
specified with valid declaration and certificate from department. In the event of withdrawal/ cessation
of the supplier from composition scheme during the tenure of the contract, the rate(i. e. price)
mentioned in the price bid shall be final and any additional GST will have to be borne by the
tenderer himself, In no case additional amount towards GST or otherwise will be paid/reimbursed to
supplier/contractor.
3) The bidder shall have to inform their GST no. of the registered place(s) where from the bidder
intends to supply the goods/services, meaning there by the bidder has to supply the goods/services
from the relevant declared/ registered place(s) of supply only.
4) The bidder shall not include GST in their quoted rates; but the bidder has to separately indicate the
GST rate, amount in the price bid schedule.
5) In-case Govt notification comes for change in GST , the same will be applicable.
6) Bidder should indicate GST no.( copy of GST registration to be enclosed) and PAN NO. (copy of
PAN to be enclosed) Tenders submitted without GSTIN No by the firms, the offer will be rejected
without entering into further correspondence.
Further information required, if any, can be had from the office of the Chief Engineer, GSECL,
GTPS. But it must be clearly noted that the tenders must be received complete in every respect
by the due date and time.
i. The bidder must clearly quote rates in figure as well as in words. In case of any discrepancy,
whatever written in words shall prevail.
ii. No deviation in terms & conditions, Schedule-B and technical specifications will be entertained.
Any ignorance for this shall not relieve the contractor from his contractual liability arising as per
tender documents and conditions contained in it.
iii. The bidders are required to quote only firm prices. No variation will be accepted on price/ raw
materials/ finished products or on any other cause.
iv. The bidders should note that the completion of above mentioned works in all respect in
EW- 341 PUR-F-006 RFQ-
accordance with the time limit given is very important and should be strictly adhered to. The work
is to be completed in time limit from the date of issue of written order to commence the work by
the Chief Engineer (Gen.), GSECL, Gandhinagar TPS.
v. The bids should be valid for a minimum period of 180 Days from the date of opening of technical
bid. During this period tenderer shall not be allowed to withdraw their tender and if withdrawn, the
Earnest Money Deposit submitted with the tender will be forfeited.
vi. The works covered under these specification shall be carried-out and governed by “Tender and
contract for Works” booklet appended herewith except where conditions specified in this
specifications.
vii. The successful bidder shall have to enter in to an agreement for contract as per G.S.E.C.L rules
on a stamp paper of Rs.300/- and necessary stamp duty charge shall be borne by the
contractor/consultant.
viii. The complete specification comprises of the following.
Bill of Quantities (Schedule-B), instructions to the bidders, Tender specifications and scope of
work, Tender and contract for Works booklet, General Conditions, Instructions to bidder &
Technical specifications. All these sections are complimentary to each other. The particulars and
requirements contained herein shall cover the execution of the works covered under these
specifications.
ix. The tenderer must visit the site of works and see for himself the site conditions regarding
availability of approach road during all seasons and other matters affecting the above works
before submitting the tender.
x. The submission of tender by a contractor implies that he has read these instructions the conditions
of contract etc. and has himself aware of the scope and specifications of the work to be done and
of conditions and local conditions and other factors bearings on the execution of the works.
GSECL will not therefore after acceptance of contractor's rate pay any extra charge for any other
reason; in case the contractor is found later on to have misjudged the site condition.
xi. GSECL’s authorized officers who accepts tender, shall have the right of rejecting all or any of the
tenders and will not be bound to accept the lowest offer nor to assign any reason whatsoever for
the rejection of any tender or all tenders.
xii. Bidders shall provide evidence of their continued eligibility to the satisfaction of the owner.
xiii. Bidders shall not be listed under a declaration of ineligibility for corrupt or fraudulent Practices
issued by the Govt., the list of black listed Contractors announced by GSECL (erstwhile GEB)
Govt. of Gujarat or its Public Sector undertakings or the contractors who are under stop dealing in
GUVNL and /or their any subsidiary company viz. GETCO/MGVCL/UGVCL/PGVCL/DGVCL.
xiv.The bid, and in case of a successful bid, the Form of Contract Agreement, shall be signed with
the name of Firm / company which will be legally binding on all partners / parties.
xv.If the application is made by an individual, it shall be signed by the individual above his full
typed written name and current address.
xvi.If the application is made by a proprietary firm. It shall be signed by the proprietor above his full
typed written name and the full name of his firm with its current address.
xvii.If the application is made by a partnership firm, it shall be signed by all the partners of the firm
above their full type written names and current addresses or alternatively by partner holding
power of attorney for the firm in which case a certified copy of the power of attorney shall
accompany the application. A certified copy of the partnership deed, full names and current
addresses of all the partners of the firm shall also accompany the application.
xviii. If the application is made by a limited company or a Corporation, it shall be signed by the
authorized person holding power of attorney for signing application in which case a certified copy
of the power of attorney shall accompany the application. Such Limited company or
Corporation may be required to furnish satisfactory evidence of its existence before the pre-
qualification evaluation. They should also furnish Articles of Memorandum of Association. If the
application is made by group of companies, it shall be signed by the authorized person. The
authority letter shall be accompanied with the application.
1. SECURITY DEPOSIT
It should be mandatory to submit security deposit as per cl no.7 of Section C (i.e General
condition of contract).
2. MAINTENANCE:
i] 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
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from the certified date of completion. The same shall be attended 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 all works costing more than Rs. 50,000 and up to Rs. 1 crore (amount put to
tender), the period shall be 06 months from the certified date of completion OR one
monsoon, whichever is later.
For the purpose of deciding monsoon period, the 30th September may be treated as the
last date.
3. TIME LIMIT FOR WORK:
The scheduled time limit for the completion of work shall be 6 (Six) Calendar months from the
date of issue of letter to commence the work. However extension in time limit will be granted by
GSECL for the genuine reasons only as per terms of the contracts.
4. TERMS OF PAYMENTS:
Contractor shall be paid RA bill after observing GSECL’s general procedure and
submission of bill by the agency. Also, 75% payment shall be made immediately within a
week period on receipt of recorded bill by Account Section without checking of detail bill
and compliance of queries & statutory requirement. However, remaining balance 25%
amount shall be released only after through checking of detail bill and compliance of
various quarries, statutory compliance etc. The above payment term is applicable to all the
bills of general civil works & ARC/BRC works, provided the bills are recorded regularly and
submitted to Account Section within Ninety [90] days. If the contractor fails to submit the
bills regularly in such a way so that the same cannot be recorded and submitted to account
section within Sixty [60] days, ad-hoc payment as stated above, may not be released and
payment will be released as per GSECL’s general procedure. The period of Sixty [60] days
shall be considered from the date of receipt of last R.A. Bill by Account Section.
5. METHOD OF PAYMENT:
a. The payment for the work done will be made by running bills every month after taking
joint measurement within 30 days.
b. Final bill will be paid within reasonable time after settlement of material account by you
and after recording of joint measurement.
6. VERIFICATION OF BID DOCUMENTS SUBMITTED BY BIDDER THROUGH THIRD
PARTY INSPECTION (TPI) AGENCIES FOR ESTIMATED COST UP TO RS. 1.0 CR.
(WITHOUT TAX):
All bidders shall submit the details/documents in support of Technical Qualification
Requirements duly certified and verified for authenticity from Specified Third-Party
inspection Agency (TPIA) or Statutory Auditor of their Company or Practicing CA,/CA Firm
along with a certificate regarding verification of authenticity of documents as per the format
placed at Annexur-1. All the documents submitted by the bidder in support of the meeting
Technical QR only shall be digitally signed by the Specified Third Party inspection Agency
(TPIA) or Statutory Auditor of their Company or Practicing CA/CA Firm.
The verification and certification of authenticity of documents is acceptable from any of the
following TPIAs:
1. M/s Competent lnspectorate and Consultants Pvt. Ltd, Hyderabad, India.
2. M/s Gulf Lloyds industrial Service India Pvt. Ltd.-Ahmedabad.
3. M/s International Certifications Services.
4. M/s lntertek India Pvt. Ltd.
5. M/s SGS India Pvt. Ltd.
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6. M/s Moody international (India) Pvt. Ltd.
7. M/s TUV SUD South Asia (P) Ltd.
8. M/s TUV Rheinland (India) Pvt. Ltd.
9. M/s Bureau Veritas (India) Pvt. Ltd.
10. M/s. Hertz inspection & Services Pvt. Ltd.
11. M/s. IRCLASS Systems and Solutions Pvt. Ltd.
Bidders shall be responsible for getting their documents/ credentials verified & certified by
the Specified Third-Party Inspection Agency (TPIA) or Statutory Auditor of their Company
or Practicing CA/CA Firm in support of Technical QR. All the costs pertaining to third party
verification and certification (including those by statutory auditors) shall be borne by the
Bidder. GSECL shall have no liability (financial or Otherwise) towards the same and shall
not be liable for any claim/ dispute between the bidder and the Specified Third-Party
inspection Agency (TPIA) or Statutory Auditor of their Company or Practicing CA/CA Firm
The following website may be referred for contact details of above TPIAs:
http://nabcb.qci.org.in//accreditation/reg_bod_inspection_bodies.php.
Annexure-1
Undertaking from Third Party inspection Agency/Statutory Auditor or Practicing CA/CA Firm
(On letter head digitally signed by a person duly authorized to Sign on behalf of the firm)
Ref: Date:
Power Station ……………….
Subject: Authentication of veracity of documents submitted by M/s ........ in support of
Meeting the Qualifying Requirements
Ref: Tender no. …………………..
Name of the Package/ Tender: ………………………………………
M/s. ……………… (hereinafter called Bidder) having Registered office at …………………… intend
to participate in above referred tender of GSECL.
The tender condition stipulates that the bidder shall submit supporting Documents pertaining to
Qualifying Requirement duly verified and certified by Third-Party Inspection Agency (TPIA) or
Statutory Auditor of their Company or Practicing CA/CA Firm as per the list mentioned in the bidding
documents.
In this regard, it is hereby confirmed that we have examined the following documents, which are
also attached with this letter. The same has been verified from the Original Documents and / or
Client for authenticity.
We hereby confirm that the following documents are found to be genuine and authentic.
1. Doc ref. no. ……….. Dated …….. (Name of Documents)
2. Doc ref. no. ……….. Dated …….. (Name of Documents)
All the aforesaid documents have been digitally signed by us as a certificate of authenticity.
We further confirm that we neither have any vested interest in aforesaid tender nor have any conflict
of interest in respect of above tender.
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This certificate is issued at the request of M/s ………………. (Bidder) for the purpose of participating
in the subject tender/s
Thanking you,
7. ASSIGNMENT:
The rights and liabilities of the contractor shall not be assigned or transferred by them without the
consent in writing of the GSECL to any other person, firm or organization.
1. The successful Bidder, on receipt of letter of intent will submit within a week's time his
planning / programme of works, for scrutiny of the GSECL in a Bar Chart format, clearly indicating
GSECL's inputs also. Contractor will plan his works such that simultaneous work should progress
in such a way that entire job is completed in scheduled time limit on all the fronts released by
2. The successful bidder will have to depute his authorized representative to attend progress
review meetings to be held at GSECL, Gandhinagar TPS without any extra cost.
3. The Contractor will be responsible for complying with all rules and regulations and labour
laws applicable to him and the GSECL will not be responsible for any lapses committed by them. If
there is any claim from any Government authority pertaining to the contract, the same amount will
be deducted from the Contractor's bill.
4. The time limit for completion of work is stipulated as in the tender will be adhered to.
5. The Contractor's rates should be firm and no variation clause is to be quoted by the
Contractor and GSECL will not accept the same, during contractual period including extended time
limit if any.
8. BIDDER TO STUDY, ANALYSE & CONSIDER:
a) The information given in this specification is in good faith and meant to serve as a
guide to the Bidder. It is, therefore, imperative that Bidder shall obtain and examine for himself all
the data, information and particulars required for the satisfactory execution of the work under this
tender. The submission of a bid by Bidder implies that he has fully read the specifications, bid
drawings, instruction to the bidder along with Contract Document and Conditions of Contract,
applicable labour laws, safety norms etc., and has made himself aware of the scope and the
specifications for the work to be performed and local conditions and other features which have a
bearing on the cost and execution of the work. This specification is intended as a general
description of quality envisaged for materials and workmanship and of the finished work. It is not
intended to cover minute details. The work shall be executed in accordance with the best modern
practice and to the complete satisfaction of the Purchaser. Special techniques approved by the
Purchaser shall be used if and where found necessary. This specification shall have precedence if
anything contrary to this is stated elsewhere in the contract documents. The Purchaser’s decision
shall be final and binding on the contractor on any issue arising out of such discrepancies.
b) Inspection of site by bidder:
Before submission of his bid, Bidder shall inspect the site, examine and obtain all information
required and satisfy himself regarding matters such as:
weather characteristics,
Location of site and access, right of way, means of communication & mode of Transport to site,
The type and number of equipment and facilities required
The quantity of various items of the work.
The availability and rates of material.
Labours condition.
Local working conditions, obstructions and hindrances that may arise etc.
Power house, which is under running conditions.
Required GSECL’s security checks.
All materials brought to site only after making entries in security register at Control gate
c) These factors are likely to affect the satisfactory completion of work and or cost thereof. The
submission of a bid by the Bidder will be construed as evidence that such an examination
was made and any later claims/ disputes in regard to rates quoted shall not be entertained
or considered by the GSECL.
d) The site visit shall be done by the bidder on his own responsibility and all liabilities including
cash, arising out of the site visit shall be at the bidder’s account.
e) Contractor’s scope of work shall also include making all necessary arrangements for access
EW- 341 PUR-F-006 RFQ-
to work sites, stores and site offices etc. from the nearest approach road to facilitate
transportation of man power, machinery and equipment duly considering the existing site
conditions. No extra claims / costs will be entertained by GSECL.
f) The bidder shall carefully study the work to be carried out & consider all the factors & shall
take into account &consider all the factors such as lead, lift haulage of materials, sequence
of construction, etc. & shall allow for all such information / data in the rates quoted.
g) The GSECL will not pay any extra charges or rate for any reason in case the contractor
claims, after acceptance of contract to have misjudged the site condition. Ignorance of the
intents and contents of the specification document and site conditions shall not be accepted
by the Owner as basis for any claims for compensation.
h) BIDDER shall inspect the site, examine and obtain all information required and satisfy
himself regarding matters such as sub-surface conditions, water records, access to site,
communication, transport, right of way, the type and number of equipment and facilities
required for the satisfactory completion of work, the quantity of various items of the work, the
availability and rates of material, local working conditions, uncertainties of weather,
obstructions and hindrances that may arise etc. which may affect the work or cost thereof,
before submission of his bid. Ignorance of site conditions shall not be accepted by the
ENGINEER IN CHARGE as basis for any claim for compensation.
i) The rates quoted by BIDDER shall be based on his own knowledge and judgment of the
conditions and hazards involved and shall not be based on any representations of the
Engineer in Charge. No claim on this account shall be admitted by the GSECL.
j) The bidders shall submit on online in n-procure with their offer without any deviations in
general terms and conditions of the contract or in technical specifications.
k) Tenders received after the time and date specified in the tender notice will not be accepted.
Once the offer is submitted by bidder before due date of submission, the bidder shall not be
allowed to submit revised/ additional/ modified offer even before due date and time of
submission of tender. However, if the date of issue and/or submission of tender are
extended by the Corporation due to any reason, the bidder may submit if their wishes the
revised/additional/modified offer before extended due date and time of submission.
l) The Corporation reserves the right to accept any tender irrespective of whether it is lowest or
not or to reject all the tenders without assigning any reasons thereof. Tenders deferring from
the technical specifications or the method of bidding in a radical manner may also be
m) The bidder shall be presumed to have carefully examined the drawings, conditions &
specifications of work & to have fully acquainted themselves with all details of the site
conditions, locations, materials, geological & weather characteristics, labour conditions & in
general all the necessary information and data etc. pertaining to and need for the work.
n) This specification is intended as a general description of quality envisaged for materials and
workmanship and of the finished work. It is not intended to cover minute details. The work
shall be executed in accordance with the best modern practice and to the complete
satisfaction of the Purchaser. Special techniques approved by the Purchaser shall be used if
and where found necessary. This specification shall have precedence if anything contrary to
this is stated elsewhere in the contract documents. The Purchaser’s decision shall be final
and binding on the contractor on any issue arising out of such discrepancies.
o) Each bidder shall also submit a 'Declaration' to the effect that the tenderer is an engineering
construction firm or an association of firm or firm which has successfully carried out large
works of this nature and has adequate organization and experienced personnel to handle
this type and magnitude of work. Information should also be given regarding the constitution
of the firm; it’s authorized, subscribed & paid up capital, the date & place of registration, the
place of business, the names of the directors and other relevant information.
p) It is the intent of the ENGINEER IN CHARGE to incorporate these specification documents
in the final ‘Contract’. BIDDERS are required to review these documents and clearly state in
their proposals their acceptance of the same.
q) Each page of the bid document including the bid drawings shall be signed, stamped and
dated in ink by the BIDDER as a token of having examined the same. Any correction in
price and the rates entered in the Schedule of Price shall also be signed and dated by the
BIDDER in ink, before submitting the bid. Non-compliance with this condition will make the
bid liable for rejection.
r) All safety measures as required to be adopted as per the Statutory Regulations and the
Safety Rules of the Plant shall be strictly followed by the Contractor during the execution of
the Contract. The Contractor shall set up a suitable safety organization of his own in this
EW- 341 PUR-F-006 RFQ-
s) In connection with the execution of the Contract, the Contractor shall comply with all
applicable statutory Rules & Regulations including employment of labours at site.
t) The Contractor shall carry out any and all such works, as may be required, for civil work to
be completed in all respect as per the Contract Specification.
u) If the GSECL Engineer-in-Charge is not satisfied with the progress of work at site, he shall
direct the Contractor to depute more numbers of supervisory personnel/workers to meet the
completion schedules as per the Contract. Upon receiving such direction, Contractor shall
deploy additional personnel within 7 days without any extra cost.
v) The GSECL may during the progress of work, order the removal of part or whole of the work
executed, found not in accordance with the specifications/ instructions. No extra claims shall
be entertained for re-executing or altering of such work.
9. SAFETY MEASURES:
The contractor shall ensure the safety of workers, material and structure including existing
structures during execution of the contract. Safety measures shall be followed during
operations of equipments/machinery being used. No separate payment shall be made for
the safety measures and the quoted rates shall include the cost for all safety measures .
10. COMPLETENESS:
Any technical services as set forth here in above and which might not have been specifically
mentioned in this Contract relating to the work or in the specifications and which are not
expressly excluded therefore but which are necessary for the performance in accordance
with the specifications as an integral part of the painting and misc. Civil works shall be
rendered by the Contractor without any extra cost.
11. TOTAL RESPONSIBILITY
The Contractor shall be solely responsible for the entire technical works / services
irrespective of works / services have been made /rendered by him.
12. PAYMENT TO THE LABOURES:
(a) Contractor has to pay the CPF as well as salary to his skilled/unskilled manpower by
cheque A/c payee only, as per minimum wages & prevailing applicable rules on or
before 7th day of next month.
(b) Contractor has to produce challan of PF with list of employees.
(c) Contractor shall have to make payment to his labours in presence of Personal Officer
(Estt.) GSECL, Gandhinagar TPS.
13. CONTRACT AGGREMENT ON ACCEPTANCE:
The successful contractor will have to sign an agreement as per the Gujarat State
Electricity Corporation Ltd.'s rules on stamped paper and the necessary stamp duty
charges shall be borne by the contractor.
On acceptance of the tender the name (s) of the accredited representative (s) of the
tenderer who would be responsible for taking instructions from the Engineers of the
GSECL shall be communicated to Chief Engineer (Gen.) Gandhinagar Power Station,
Gujarat State Electricity Corporation Limited.
14. Unsatisfactory progress of the work:
If the work is found not progressing as per the requirement or found not satisfactory then
GSECL will take such action to get the work done through the other agency at agency’s risk
and cost with 15% supervision charges and same will be recovered from agency.
15. The EMD will be returned promptly to the unsuccessful bidder except that of L1, L2 & L3 till
the successful contractor pays the Security Deposit as mentioned in tender document or
after the expiry of the validity of the offer, whichever is earlier.
The EMD will be returned to the successful tenderer after he furnishes the Security Deposit
for the tender work. If he fails to furnish the SD, his EMD shall be forfeited and the tenderer
will not be allowed to participate in the tenders invited by this office for a period of ONE
Year in respective Power Station.
The EMD in form of Bank Guarantee shall be valid for Ten Months from the date of
submission of the tender.
16. Effect and validity of Bid: The submission of bid with these documents and specification
shall constitute an agreement that bidder shall have no cause of action or claim against the
GSECL for rejection of his bid. The GSECL shall always be at liberty to reject or accept, split
any bid or bids at its sole discretion and any action will not be called into question and the
bidder shall have no claim in that regards against the GSECL.
17. Stop Deal / Banned for business dealing / Blacklisting :-
Has submitted fake, false or forged documents/certificates
EW- 341 PUR-F-006 RFQ-
Has revised/ withdrawn price bid after opening of Techno-commercial bid, until and unless
it is sought for,
Has tempered with the stipulated tendering procedure.
Has refused to accept Letter of Acceptance / Purchase order / Work Order after the same
is issued by the company within the validity period and as per agreed terms and
conditions,
Has committed breach of contract or has failed to perform a contract or has abandoned
the contract,
Has failed to provide suitable expertise for the work as per pre-scheduled program.
Has failed to submit all the necessary tests reports / documents within time scheduled / as
per company’s time limit, as mentioned in the LOA, if the Letter of Acceptance (LOA) is
placed subject to submission of type reports / documents to the firm.
Has indulged in construction and erection of defective works.
Has supplied inferior quality / defective materials and refused to replace with stipulated
time frame, as specified by the company,
Has substituted materials in lieu of materials supplied by the company or has not returned
or has short returned or has unauthorisely disposed of materials / documents / drawings /
tools or plants or equipment supplied by the Company,
Has involved in malpractices such as bribery, corruption, fraud, canvassing and pilferage,
Has unauthorisely obtained official company information or copies of documents, in
relation to the Tender / Contract.
Has failed to follow the stipulated mode of communication, if specified by the tendering
authority / Purchaser.
Has parted with, leaked or provided confidential / proprietary information of the company
given to the firm only for its use (in discharge of its obligations against an order) to any
third party without prior consent of the Company,
Any other ground for which in the opinion of the Company makes it undesirable to deal
with the Firm
In case the state Government directs the Company to place a firm in stop dealing / banned
for business dealing / blacklisting.
18. Conflict of Interest among Bidders / Agents
A bidder shall not have conflict of interest with other bidders for particular quoted
item. Such conflict of interest can lead to anti-competitive practices to the detriment
of Procuring Entity's interests. The bidder found to have a conflict of interest shall
be disqualified. A bidder may be considered to have a conflict of interest with one
or more parties in this bidding process for particular quoted item, if:
a) They have proprietor/partner(s)/Director(s)in common; or
b) They receive or have received any direct or indirect
subsidy/financial stake from any of them; or
c) They have the same legal representative/agent for purposes of this bid; or
d) they have relationship with each other, directly or through common third parties,
that puts them in a position to have access to information about or influence on
the bid of another bidder, or
e) bidder participates in more than one bid in this bidding process. Participation by a
bidder in more than one Bid will result in the disqualification of all bids in which
the parties are involved. However, this does not limit the inclusion of the
components/ sub-assembly/ assemblies from one bidding manufacturer in more
than one bid.
f) In cases of agents quoting in offshore procurements, on behalf of their principal
manufacturers, one agent cannot represent two manufacturers or quote on their
behalf in a particular tender enquiry. One manufacturer can also authorise only
one agent/ dealer. There can be only one bid from the following:
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1. The principal manufacturer directly or through one Indian agent on his behalf;
2. Indian/foreign agent on behalf of onIy one principal.
g) A Bidder or any of its affiliates participated as a consultant in the preparation of
the design or technical specifications of the contract that is the subject of the Bid;
h) in case of a holding company having more than one independently manufacturing
units, or more than one unit having common business ownership/ management,
only one unit should quote. Similar restrictions would apply to closely related
sister companies. Bidders must proactively declare such sister/common
business/ management units in same/ similar line of business.
i) Bidder shall not act in contravention/violation to the provisions of competition act,
as amended from time to time.
Every bidder should, at the time of submission of bid, give a declaration, that bidder
shall not have conflict of interest with other bidders for particular quoted item, as
For & On behalf of GSECL
CHIEF ENGINEER (Gen)
GSECL: GTPS
SIGNATURE OF CONTRACTOR
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SECTION-C:
GENERAL CONDITIONS OF CONTRACT
EW- 341 PUR-F-006 RFQ-
GENERAL CONDITIONS OF CONTRACT
1. DEFINITIONS :
(a) The Contract means the documents forming the tender and acceptance thereof, together
with the documents referred to therein or individual work order in the case of term
contract, including these conditions, schedules and/or additional conditions attached to
the form of tender or individual works, order, rate schedule, the specifications and the
drawings and all these documents, as applicable, taken together shall be deemed to form
the contract.
(b) The “Tender Document” means the form of tender, the applicable schedules and/or
additional conditions and the specifications and/or drawing as issued to the contractors
for the purpose of preparing tender.
(c) The expression “Works” or “Work” when used in the condition of contract shall, unless
there be something in the subject or context repugnant to such construction means, the
works or the work contracted to be executed under or in virtue of the contract whether
original or altered.
(d) The “Contractor” means the individual or firm or Corporation, whether incorporated or not,
undertaking the words and shall include his or its legal personal representatives,
successors and permitted assignees.
(e) “Corporation” means The Gujarat State Electricity Corporation Ltd. and the “Accepting
Officer” means the Officer who is authorized to sign and signs the contract on behalf of
the “Corporation”.
(f) The letter “EE” means Executive Engineer who in the case of measurement and lump
sum contract, direct the contract and the letters “SE” means Superintending Engineer and
“GM” means General Manager who administers and in the case of the term contracts,
directs the contract.
(g) The “Engineer-in-charge” means all officers of the Corporation appointed by the General
Manager to supervise the works or part of the works.
(h) “Approved” and “Directed” means the approval or direction of the Chief Engineer (Gen),
Gandhinagar TPS to Superintending Engineer or the person deputed by him for the
particular purpose.
(i) “BS.” means “British Standards” as issued by the British Standards Institution. “A.S.”
means the “American Standards” as issued by the American Standards Institution, and
“I.S.” means the “Indian Standards” as issued by the Indian Standards Institution.
Wherever the above-mentioned abbreviations are referred to, in the specifications and/or
work orders, they mean the addition with all amendments current at the date of issue of
tender document of work orders.
(j) In the case of measurement and terms of contract “Specifications” mean those contained
in Gujarat State Electricity Corporation Ltd. scheduled together with any amendments etc.
embodied in the tender documents. “Drawing” refers to those incorporating the tender
documents and/or any work orders referred therein.
(k) The “Contract Sum” means the sum accepted or the sum calculated in accordance with
the prices accepted in the tender and/or the contract rate as payable to the contractor for
the full and entire executing and completion of works.
(l) “The date for completion” is the date or dates of completion of the work or any part of the
works set out or ascertained in accordance with the individual work orders and the tender
documents or any subsequent agreed amendments thereto.
2. CONTRACTOR TO INFORM HIMSELF FULLY:
A. Notwithstanding anything contained to the contrary in the specifications or tenders in
subsequent exchange of correspondence, the conditions of contract shall be binding on
the Contractor and any change or variation expressed or implied, however made in the
said conditions, shall not be valid or operative unless expressly sanctioned by the
Corporation. The Contractor shall be deemed to have fully informed himself and to have
special knowledge of the provisions of the conditions of the Contract herein contained.
B. The contractor shall be deemed to have carefully examined the work and site conditions,
the general conditions, the special conditions, specifications, schedules and drawing
and shall be deemed to have visited the site of the works and to have fully informed
himself regarding the local conditions.
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C. If there shall have any doubt as to the meaning of any portion of these general
conditions or special conditions of the scope of work of the specifications or any other
matter concerning the contract, he shall in good time before submitting his tender, send
for the particulars thereof and submit them to the Engineer-in-charge in writing in order
that such doubt may be removed.
3. CONTRACT DRAWING AND SPECIFICATIONS:
The contractor will be entitled to receive one set of agreement along with one certified
copy of accepted tender.
The drawings which form part of these specifications show the work to be done in as
much detail as is possible at the present stage. They will be supplemented by such
additional detailed drawings as may be necessary as the work progresses. The contractor
shall perform the work on these features and in accordance with these additional or
revised drawings as the case may be and at the applicable rates as per the contract.
The contractor shall check all drawings carefully and shall bring to the notice to the
Engineer-in-charge immediately of any errors or omissions discovered. The contractor
shall not take advantages of errors or omissions of any kind in the drawings supplied.
4. INPUTS BY GSECL:
The electric power supply and connection for construction / work purpose shall be given at
one mutually agreed point at work site free of cost by the GSECL. Further extension for
construction site as well as bore well site for using construction water will have to be
carried out by the contractor as per requirement at their cost. The necessary electric
charges will be paid by the contractor as per rates prevailing from time to time in the
respective DISCOM.
1. If there are any surplus quarters available after meeting the requirement of GSECL's staff,
then GSECL will consider allotment of quarters on rent as per GSECL's rule.
2. The contractor will have to make their own arrangement of water for construction
work as well as for their labourers at his own cost. If possible, water for construction
purpose only at one point as decided by EIC and recovery for water charges shall
be affected at the 2 % of the item of which water is used or by quantity measured by
meter reading of water meter installed by contractor, rate of water supply will be
charged at prevailing purchase rates of GSECL, for water supplied by GSECL is
used as certified by EIC. In case of agency is installing bore well and pumps at his
cost, after completion of work agency will hand over the bore well in good condition
with pumps to the GSECL.
5. DATA TO BE FURNISHED BY CONTRACTOR:
The contractor shall submit to the Executive Engineer for approval within one week of the
date of contract, a layout plan of construction plant and equipment for the execution
of work which the contractor proposes to adopt at site.
Prior to commencement of work, the contractor shall submit to the Executive Engineer
for approval, plans in triplicate showing the location of Major plant shop and storage
buildings, storage yards, offices, contractor's power house including its services and
housing facilities which he proposes to put up at site and also indicate the programme of
The successful bidder on receipt of letter of intent will submit within a week's time his
planning/programme of works for scrutiny of GSECL in a PERT/Bar chart format, clearly
indicating GSECL inputs also.
Contractor will plan his works such that on all the fronts released by GSECL,
simultaneous work should progress in such a way that entire job is completed in
scheduled time limit.
No change in the approved layout shall be carried out without specific written approval of
the Executive Engineer.
6. ERRORS, OMISSIONS AND DISCREPANCIES:
In all cases of errors, omissions, doubts or discrepancies in the dimensions, or
discrepancies in the drawings and items of work in specification, reference shall be
made to the Executive Engineer whose elucidation and elaboration shall be considered
as authoritative. The contractor shall be held responsible for any error that may occur in
the work thorough lack of such reference and precautions.
7. SECURITY DEPOSIT:
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SECURITY DEPOSIT: In tender process for L1 bidder (lowest bidder)
security deposit will be charged as per table below:
Category of the Unit Security Deposit
Works up to Rs. 5 Works More than Rs.
Lakh Lakh
Enterprise or Exempted 3% of Order Value
Organization which
are exempted from
paying Tender Fee &
For all other 5% of Order Value 5% of Order Value
Enterprises
bidder) is not willing to pay SD in advance, either EMD may be converted to SD or
SD may be deducted from 1st or subsequent invoices/RA bills with consent from the
bidder. However, PO/LOA should be placed before commencement of work, except
in some emergency cases where special approval must be obtained from the
Executive Director (Gen.) at Corporate Office.
After issue of Work order and Date of commencement, if successful bidder failed to start the
work then, RPAD notice will be issued to the successful bidder mentioning that on failing to
start the work within next 07 days from the date of issue of RPAD Notice the EMD will be
forfeited and he will not be allowed to participate in the tenders invited from Gandhinagar
TPS office for the period of One year.
The security deposit of the contract value shall be released on finalization of final bill /
successful completion of the work.
All damages, costs, charges, expenses and other sums which may be or may become
due or payable by the contractor to the Corporation under the terms of the contract, may
be deducted from the cash in the proceeds of sale of the securities/bank guarantee so
deposited (which the officer or person to whom the same may be endorsed as aforesaid
is hereby authorized to sell/to encase for that purpose) or from the interest of any such
securities or from any sums due or which may become due to the contractor by the
Corporation or from the whole or the balance unpaid as aforesaid of the encase
securities so deposited being repaid or transferred and returned as the case may be, to
the contractor on finalization of final bill OR after 06 (six) months of successful
completion of the work, whichever later OR on furnishing of the Performance Bond
amounting to 5% of contract value against the defect liability period as mentioned in this
document elsewhere.
If entire security deposit is paid in approved form of Bank Guarantee should be remain
valid during the contractual period and such bank Guarantee should not be reduced on
the basis of the work actually done.
8. USE OF LAND:
The land required for office, godowns and for labour camp if not available with GSECL,
then the contractor has to arrange the same at his cost. GSECL will give the land only if
the spare land is available with the following conditions.
The contractor shall be permitted to use for the bonafide purpose of execution of this
contract free of cost. The contractor shall be permitted to use for the bonafide purpose
of execution of this contract free of cost.
1. Site required for the construction of the work.
2. Required approach road. The contractor shall make their own arrangements for the
necessary approach, road, for transport of their materials and be responsible for the
compensation on account of damage to crop etc. and shall till completion of work.
3. He will be charged the rent at the annual rate of rupees one hundred per every acre
or part thereof, for the construction of temporary hutments and his store yard.
However area required for such purpose may be clearly indicated in this offer.
All areas of operation, including those for his staff and labour colonies handed over to
the contractor shall be cleared and handed over back in good condition to the
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Engineer except areas under works as per this contract or those for which specific
approval has been obtained from the Engineer. The contractor shall make good to the
satisfaction of the Engineer any damage or alternation made to areas which he has
to hand over back or to other property land handed over to him for purpose of this
Temporary structures may be erected by the contractor for storage sheds, offices,
residence etc. for noncommercial use on the land, handed over to him at his own
expense and with the permission of the Engineer. These structures shall comply with
the regulation that may be in force and/or specified by the Engineer with regard,
thereto. In any circumstances for constructing temporary structures for contractor's
use, GSECL's free supply materials shall not be used. If it is found that GSECL's free
supply materials are used for other than approved project drawings work, same will be
recovered at
penalized rate.
The contractor shall preserve all existing vegetation such as trees on or adjacent to the
sites which do not interfere with the construction as determined by the Engineer.
The contractors shall take all possible precautions in felling trees authorized for
removal to avoid any unnecessary damage to vegetation and trees not to be felled
and to structures under construction, or to workmen, and shall be responsible for any
damage if it occurs in such operations
All produce from cutting of trees; grass etc. shall be the property of GSECL and shall
be stocked at the place specified by the Engineer. No claim shall be made for such
cutting and stacking of trees or grass etc. by the contractor
The contractors shall not unnecessarily or for use as fuel, cut any trees brush wood,
grass or other vegetation nor shall set fire there to without the written permission of
the Engineer. When such permission is given, the contractor shall take necessary
measures to prevent damage or to prevent fire spreading to surrounding property, and
shall be responsible for any such damage, if cause.
The land shall as herein before mentioned be handed back to Engineer in Charge
immediately after the completion of the work under this contract. Also no land shall
be held by the contractor longer than the Engineer shall deem necessary and the
contractor shall, on due notice by the Engineer, vacate and return the land which the
Engineer may certify as no longer required by the contractor for purpose of the work.
9. START OF WORK:
The contractor shall not enter upon or commence any portion of work except with the
written authority or instructions of the Executive Engineer or his subordinate in charge of
the work, failing such the contractor shall have no claim to ask for measurement or
payment for work and shall be responsible for any claims or damages that may arise
due to such unauthorized commencement or entry.
10. COMPENSATION FOR THE DELAY:
The time allowed for carrying out the work as entered in the tender shall be strictly
observed by the contractor and shall be reckoned from the date on which the order to
commence work is given to the contractor. The work shall throughout the stipulated
period of contract be proceeded with all due diligence (time being deemed to be the
essence of contract) and for delay, the contractor shall pay compensation, an amount
equal to ½ (half) percent per one week for the contract amount or part thereof, including
taxes & duties ( i.e. End cost of contract amount including taxes & duties) and maximum
up to 10 % of the order value, including taxes & duties ( i.e. End cost of contract amount
including taxes & duties) or such smaller amount as per the decision of the Competent
Authority of the GSECL The penalty will be invariably deducted from the bills of the
contractor and no refund will be given unless the competent authority approves the
reduction. The reasons for delay, attributable to GSECL as well as to party will be
brought out clearly while putting the proposal for waiver/reduction in penalty.
11. ACTION WHEN WHOLE OF SECURITY DEPOSIT IS FORFEITED:
In any case in which under any clause or clauses of this contract the contractor shall
have tendered himself to pay compensation amounting to the whole of his security
deposit (whether paid one sum) or in the case of abandonment for the work owing to
serious illness or death of the contractor or any other cause, the Executive Engineer on
behalf of the Corporation, shall have powers to adopt (a) below and any of the following
courses under (b) and (c) as he may deem best suited to the interest of the Corporation.
(a) To rescind the contract (for which rescission notice of 10 days) in writing to the
contractor under the hand of the Executive Engineer shall be conclusive evidence and in
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that case the security deposit of the contractor shall stand forfeited and absolutely at the
disposal of the Corporation. To employ labour paid by the Corporation, to supply
materials, to carry out the works or any part of the work debiting the contractor with the
cost of the labour and the price of the materials (as to the correctness of which cost and
price, the certificate of the Executive Engineer shall be final and conclusive against the
contractor) and crediting him with value of the work done in all respects in the same
manner and at the same rates as if it had been carried out by the Contractor under the
terms of this contract and in that case the certificate of the Executive Engineer as to the
value of the work shall be final and conclusive against the contractor.
(b) To order that the work of the contractor be measured up and to take such part thereof,
as shall be unexecuted, out of his hands and to give it to another contractor to complete,
in which case, any expenses, which may be incurred in excess of the sum, which would
have been paid to the original contractor, if the whole work would have been executed
by him (as to the amount of which excess expenses, the certificate in writing of the
Engineer-in-charge shall be final, conclusive and shall be borne and shall be paid by the
original contractors and shall be deducted from any money due to him by the
Corporation under the contract or otherwise from his security deposit of his proceeds
sale thereof or a sufficient part thereof.
(c) In the event of the above courses being adopted by the Executive Engineer, the
contractor shall have no claim to compensation for any loss sustained by him by reason
of his having purchased or procured any materials or entered into any engagements or
made any advances on account of or with a view to the execution of the work or the
performance of the contract. And in case the contract shall be rescinded under the
provision aforesaid, the contractor shall not be entitled to recovery or be paid any sum
for any works thereof actually performed by him under this contract unless and until the
Executive Engineer shall have certified in writing the performance of such work and the
amount payable to him in respect thereof and he only be entitled to be paid the amount
so certified.
12. NOTICE UNDER UNSATISFACTORY PROGRESS:
If the progress of a particular portion of the work is unsatisfactory, and also if as per the
opinion/observation of the Executive Engineer (whose decision shall be final) in charge
that the general progress of work is not satisfactory, then Executive Engineer in charge
shall be entitled to take action under clause 11 (c) after giving the contractor ten days’
notice in writing and the contractor will have no claim for compensation for any loss
sustained by him owing to such action.
13. ACTION IN THE CASE OF DEFAULT BY THE CONTRACTOR :
In any case in which any of the powers conferred upon the Executive Engineer by
Clauses 11 and 12 hereof shall have exercisable and the same shall not have been
exercised, the non-exercised thereof shall not constitute a waiver of any of the
conditions hereof and such powers shall not withstanding be exercisable in any further
case of default by the contractor of which, by any clauses hereof, he is declared liable to
pay compensation amounting to the whole of his security deposit and liability of the
contractor for past and future compensation shall remain unaffected in the event of the
Executive Engineer taking action under sub-clause (a) or (c) of Clause 11, he may if he
so desires, take possession of all or any tools, plants, materials, and stores in so upon
the work or the site thereof belonging to the contractor, or procured by him and intended
to be used for the execution of the work of any part thereof paying for allowing for the
same in account at the contract rates, or in the case of a contract rates not being
applicable of current market rates to be certified by the Executive Engineer whose
certificate thereof shall be final. In the alternative, the Executive Engineer may by notice
in writing to contractor or his clerk of works, foreman or other authorized agent, require
him to remove such tools, plant, materials or stores from the premises within a time to
be specified in such requisition, the decision to the contractor failing to comply with any
such requisition, the decision of the Executive Engineer as to the expense of any such
removal and the amount of the proceed and expense of any such sale, be final and
conclusive against the contractor
14. EXTENSION OF TIME LIMIT
If the contractor shall desire an extension of the time limit for completion of the work on
the ground of his having been unavoidably hindered in its execution or on any other
ground, he shall apply in writing to the Executive Engineer and the Executive Engineer
may, if in his opinion there are reasonable grounds for granting extension, recommend
EW- 341 PUR-F-006 RFQ-
such extension as he may think necessary or proper. The decision of the competent
authority in this regard shall be final, and binding to the contractor. Any delay attributed
to Corporation, shall be thus compensated only by way of extending the limit.
15. COMPLETION CERTIFICATE
On completion of the work, the Contractor shall be furnished with Completion Certificate
by the Executive Engineer. No such certificate shall be given nor shall be the work
considered to be completed until works are taken over and/or duly tested and put to
operation as the case may be, nor until the work shall have been measured by the
Engineer-in-Charge or where the measurement have been taken by his subordinates
until they have received the approval of the Executive Engineer the said measurement
being binding and conclusive against the contractor.
16. EFFECT OF THE CERTIFICATE :
No payment shall be made for any work estimated to cost less than Rs.1,000 till after
the whole of said work shall have been completed and a certificate of completion given.
But in the case of works estimated to cost more than Rs.1,000, contractor shall on
submitting a monthly bill thereof, be entitled to receive payments. Proportionate to the
part of the work then approved and passed by the Engineer-in-Charge, whose certificate
of such approval and a passing of the sum so payable shall be final and conclusive
against the contract. All such intermediate payment shall be regarded as payment by
way of advance against the final payment only and not as payments for work actually
done or completed and shall not preclude the Engineer-in-charge from requiring bad,
unsound, imperfect or unskillful work to be removed and taken away and reconstructed
or re-erected nor shall any such payment be considered as admission of the due
performance of the contract or any part thereof in any respect of the occurring of the
claim nor shall conclude, determine or effect in any way the powers of the Engineer-in-
Charge as to the final settlement and adjustment of the accounts otherwise or in any
other way, vary or affect the contract. The final bill shall be submitted by the contractor
within one month of the date fixed for completion of work; otherwise the certificate of the
Engineer-in-charge of the measurement and of total amount payable for the work shall
Engineer-in-charge of the measurement and of total amount payable for the work shall
be final and binding on all parties.
17. PAYMENT TO CONTRACTORS :
The rates for several items of works estimated to cost more than Rs.1, 000 agreed to
within shall be valid only when the item concerned is accepted, having been completed
full, in accordance with the sanctioned specification. In case, where the items of the
work, are not accepted, as so completed, the Engineer-in-charge, may make payment
on account of such items at such reduced rates, as he may consider reasonable in the
preparation of final or running accounts bills and it will be binding to the contractor.
18. BILLS :
The Bill Shall be submitted by the contactor each month on or before the date fixed by
the Engineer-in-charge, for all works, executed in the previous month and the Engineer-
in-charge shall take or cause to be taken the requisite measurement for the purpose or
having the same verified and the claim so far as it is admissible, shall be adjusted, if
possible, within Fifteen days from the presentation of the bills. If the contractor does not
submit the bill, within the time fixed, as aforesaid, the Engineer-in-charge may depute a
subordinate to measure up the said work in the presence of the contractor or his duly
authorized agent, whose counter signature in the measurement shall be sufficient
warrant and the Engineer-in-charge may prepare a bill from such list which shall be
binding on the contractor in all respects. In case if contractor/ representative does not
remain present on specified date for taking measurement than EIC may take the
measurement one sided and the same shall be binding to the contractor irrespective
whether he has signed or not.
19. SUPPLY OF MATERIALS TO CONTRACTOR [APPLICABLE ONLY WHERE
MATERIAL IS TO BE SUPPLIED BY CORPORATION AS MENTIONED IN
SCHEDULE A ]
If the specification of the estimated work provides for use of any special description of
material to be supplied from the Corporation’s stores or if it is required that the
contractor shall use certain stores to be provided by the Engineer-in-charge, (such
material and stores and the prices to be charged thereof as hereinafter mentioned being
so far as practicable for the convenience of contractor but not so as in any way to
control, the meaning or effect of this contract specified in the schedule or memorandum
hereto annexed). The contractors shall be supplied with such materials and stores as
EW- 341 PUR-F-006 RFQ-
may be required from time to time be used by him for the purpose of the contract only
and the value of the full quantity of materials and stores so supplied shall be set off or
deducted from any sum due or thereafter to become due to the contractor, under the
contract or otherwise or from the security deposit or the proceeds of sale thereof if the
deposit is held in government securities the same or a sufficient portion thereof, shall be
sold for the purpose. All materials supplied to the contractor shall remain the absolute
property of the Corporation and shall on account be removed from the site of work and
shall at all times be open to inspection by the Engineer-in-charge. Any such materials
unused and in perfectly good condition at time of completion or determination of the
contract shall be returned to the Corporation’s store if the Engineer-in-charge so
requires by notice in writing given under his hand but the contractor shall not be entitled
to return any such materials except with such consent and he shall have no claim for
compensation on account of any such materials supplied to him as aforesaid but
remaining unused by him or for any wastage in or damaged thereto. The contractor
shall be responsible for the loss, destruction or deterioration of the materials, stores or
articles supplied to him by the Corporation even if such loss, destruction or deterioration
has occurred under any circumstances whatsoever beyond his control as if the
materials, stores or articles so supplied were his property.
20. WORKS TO BE EXECUTED IN ACCORDANCE WITH SPECIFICATIONS, DRAWING,
ORDERS ETC.
The contractor shall execute the whole and every part of work in the most substantial
and workman like manner and both as regarding materials and in every other respect in
strict accordance with the specification. The contractor shall also confirm exactly, fully
and faithfully to the designs, drawings and instructions in writing relating to the work
signed by the Engineer-in-charge and lodged in his office and to which the contractor
shall be entitled to have access for the purpose of inspection at such office, or on the
site of the work during office hours and the contractor shall, if he so requires, be entitled
at his own expense to make or cause to be made copies of the specification and of all
such designs, drawings and instructions as aforesaid.
21. ALTERATIONS IN SPECIFICATIONS AND DESIGNS NOT TO INVALIDATE
The Executive Engineer shall have powers to make any alterations, or additions to the
original specification, designs and instructions that may appear to him to be necessary
or advisable during the progress of the work and the contractor shall be bound to carry
out the work in accordance with any instruction in this connection which may be given to
him in writing, signed by the Engineer-in-charge and such alterations shall not invalidate
the contract. Any additional work which the contractor may be directed to do in the
manner above specified as part of the work shall be carried out by the contractor on
same conditions in all respect on which he agreed to do the main works and at the
same rates as are specified in the tender for the main work.
Where, however, the work is to be executed according to the designs, drawings and the
specifications recommended by the contractor and accepted by the competent authority,
the alteration above referred to shall be within the scope of such designs, drawings and
specifications appended to the tender.
22. RATES FOR WORKS NOT ENTERED IN ESTIMATE OR SCHEDULE OF RATE OF
THE CORPORATION
If the additional and altered work includes any class of work for which no rate is
specified in this contract, then such class of work shall be carried out at the rates
entered in the Schedule of Rates of the Corporation or at the rate mutually agreed upon
between the Executive Engineer and the Contractor, whichever are lower. If the
additional or altered work for which no rate is entered in the Schedule of Rates of the
Division is ordered to be carried out before the rates agreed upon then the contractor
within seven days of date of receipt by him of the order to carry out the work should
inform the Executive Engineer for the rate which it is his intention to charge for such
class of work and if the Executive Engineer does not agree to this rate, he shall be
noticed in writing, be at liberty to cancel his order to carry out such class of work and
arrange to carry it out in such manner as he may consider advisable provided always
that if the rates shall have been determined as lastly herein before mentioned then in
such case he shall only be entitled to be paid in respect of the work carried out or
expenditure incurred by him prior to the date of the determination of the rate as
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aforesaid according to such rate or rates as shall be fixed by the Executive Engineer in
the event of disputes, the decision of the General Manager of the Corporation will be
23. EXTENSION OF TIME LIMIT IN CONSEQUENCE OF ADDITION OR ALTERATION
The time limit for the work shall be extended in the proportion that the increase in its
cost occasioned by alterations or additions bears to the cost of the original contract work
and the certificate of the Engineer-in-charge as to such proportions shall be conclusive.
24. NO COMPENSATION FOR ALTERATION IN OR RESTRICTION OF WORK TO BE
CARRIED OUT
If at any time, after the execution of the contract documents, the Engineer-in-charge
shall, for any reason whatsoever, requires the whole or any part of the work, as
specified in the tender, to be stopped for any period or shall not require the whole or
part of the work to be carried out at all or to be carried out by the contractor, he shall
give notice in writing of the fact to the contractor who shall thereupon suspend or stop
the work totally or partially as the case may be in any such case, except as provided
here under. The contractor shall have no claim to any payment or compensation
whatsoever on account of any loss in profit or advantage which he might have derived
from the execution, of the work in full but which he did not so derive in consequence of
the full amount of work not having been carried out or on account of any loss that he
may be put to on account of materials purchased or agree to be purchased or for
unemployment of labour recruited by him. He shall not also have any claim for
compensation by reason of any alterations having been made in the original
specification, drawings, designs and instructions which may involve any curtailment of
the work as originally contemplated. Where, however, materials have already been
purchased or agreed to be purchased by the contractor before receipt by him of said
notice, the Executive Engineer provided they are not in excess or requirement and are
of approved quality and/or shall be compensated for the loss, if any, that he may put to
in respect of materials agreed to be purchased by him. The amount of such
compensation to be determined by the Executive Engineer, whose decision shall be
final. If the contractor suffers any loss on account of his having to pay, his labour
charges during the period, during which the stoppage of work has been ordered under
this clause the contractor shall on application be entitled to such compensation on
account of labour charges as the Executive Engineer whose decision shall be final, may
consider reasonable provided that the contractor shall not be entitled to any
compensation on account of labour charges if, in the opinion of the Executive Engineer,
the labour could have been employed by the contractor elsewhere for the whole or part
of the period during which the stoppage of the work has been ordered as aforesaid.
25. NO CLAIM FOR COMPENSATION ON ACCOUNT OF LOSS DUE TO DELAY IN
SUPPLY OF MATERIALS BY CORPORATION
The contractor shall not be entitled to claim any compensation from Corporation for the
loss suffered by him on account of delay by Corporation in the supply of materials
entered in Schedule A where such delay is caused by:
Difficulties relating to supply of railway wagons.
Force Majeure
Act of God
Any other reasonable cause beyond the control of Corporation, including shortage of
materials to be supplied by the Corporation and difficulties in time by reaching at the site
of any materials equipment.
In the case of such delay in the supply of materials, Corporation shall grant such
extension of time for the completion of the works as shall appear to the Executive
Engineer to be reasonable in accordance with the circumstances of the case. The
decision of the Executive Engineer as to the extension of time shall be accepted as final
by the contractor.
26. TIME LIMIT FOR COMPENSATION CLAIMS
Under no circumstances, whatsoever, shall the contractor be entitled to any
compensation from Corporation on any account unless the contractor has claimed in
writing to the Executive Engineer within one month of the cause thereof.
27. ACTION AND COMPENSATION PAYABLE IN CASE OF BAD WORK
If at any time, before the security deposit is refunded to the contractor, it shall appear to
the Executive Engineer or his subordinate in charge of the work that any work has been
executed with unsound, imperfect or unskillful workmanship or with materials of inferior
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quality or that any materials or articles provided by him for the execution of the work are
unsound or of inferior quality to that contract for or are otherwise not in accordance with
the contract, it shall be lawful for Engineer-in-charge to intimate this fact in writing to the
contractor and then notwithstanding the fact that the work, materials, or articles
complained of, may have been inadvertently passed, certified and paid for, the
contractor shall be bound forthwith to rectify or remove and reconstruct the work so
specified in whole or any part, as the case may require or if so required shall remove the
materials or articles so specified and provided other suitable materials or articles at his
own charge and cost, and in the event of his failing to do so within a period to be
specified by the Engineer-in-charge in the written intimation aforesaid the contractor
shall be liable to pay compensation at the rate of one percent on the amount of the
estimate for every day not exceeding ten days during which the failure so continues and
in the event of any such failure as aforesaid, the Engineer-in-charge may rectify or
remove or re-execute the work or remove and replace the materials or articles
complained of, as the case may be, at the risk and expense in all respects of contractor
should the Engineer-in-charge consider that any such inferior work or materials as
described above may be accepted, or made use of, it shall be within his discretion to
accept the same as such reduced rates as he may fix thereof.
Provided that in the case of any work of which visible check is not possible if the
Engineer-in-charge or his subordinate in charge of the work feels that such work has
been executed with unsound, imperfect or unskillful workmanship or with materials of
inferior quality, he shall take sample tests at random, cost of which shall have to be
borne by the contractor and if after taking such test part of such work is found to be
defective in any respect or to have been executed with materials of inferior quality then
the contractor shall pay for the whole work such amount as may be fixed by the office of
the Engineer-in-charge on the basis of the lowest quality of work found by him in such
sample tests.
28. WORK TO BE OPENED TO INSPECTION, CONTRACTOR OR RESPONSIBLE
AGENT TO BE PRESENT.
All works under execution or in pursuance of the contract shall at all times be open to
the inspection and supervision of the Executive Engineer and his subordinate and
contractor shall at all times, during the usual working hours and at all other times at
which reasonable
notice of the intention of the Executive Engineer or his subordinate to visit the works
shall have been given to the contractor, during which period either he should be present
to receive order and instruction, or have a responsible agent duly authorized agent shall
be considered to have the same force and effect as if they had been given to the
contractor himself.
29. NOTICE TO BE GIVEN BEFORE WORK IS COVERED UP
The contractor shall give not less than five days’ notice in writing to the Executive
Engineer or his subordinate in charge of the work, before covering up or otherwise
placing beyond the reach of measurement of any work, in order that the same may be
measured and correct dimensions thereof, taken before the same is so covered up or
placed beyond the reach of measurement and shall not be covered up or placed beyond
the reach of measurement and work without the consent in writing of Executive
Engineer or his Subordinate in charge of work. If any work shall be covered up or placed
beyond the reach without such notice having been given or consent obtained, the same
shall be uncovered at the contractor’s expense and in default thereof no payment or
allowance shall be made for such work or for the materials with which the same was
30. CONTRACTOR’S LIABILITIES
The contractor shall supply, at his own cost, all materials (except such special materials,
if any as may be supplied from the Corporation stored in accordance with the contract).
Plant, tools, appliances, implements, ladders, cordage, tackle, scaffolding and any
temporary works which may be required for the proper execution of the work, in the
original, altered or substituted form and whether included in the specification and other
document forming part of the contract or referred to in these conditions or not and which
may be necessary for the purpose of satisfying and complying with the requirements of
the Engineer-in-charge as to any matter on which under these conditions, he is entitled
to be satisfied or which he is entitled to require together with carriage thereof to and
EW- 341 PUR-F-006 RFQ-
from the work. The contractor shall also supply without any charge the requisite number
of persons of setting out works and counting, weighting and assisting in the
measurement of examination at the time and from time to time of the work or materials,
failing this the same may be provided by the Engineer-in-charge at the expenses of the
contractor and the expenses may be deducted from any money due to the contractor
under the contract or from his security deposit or the proceeds of sale thereof or of a
sufficient portion thereof, the contractor shall provide all necessary fencing and light
required to protect the public from accident and shall also be bound to bear expenses of
defense of every suit, action or other legal proceedings of law that may be brought by
any person for injury sustained. Owing to neglecting of the above precautions and to
pay any damage and cost which may be awarded in such suit, action or proceedings to
any such person or which may with the consent of the contractor be paid in comprising
any claim by any such person.
31. CONTRACTOR LIABLE FOR ALL DAMAGE
Compensation for all damage done intentionally or unintentionally by contractor’s
laborer, whether in or beyond the limit of Corporation’s property, shall be estimated by the
Executive Engineer or such other office as he may appoint and the estimates of the
Executive Engineer, subject to the decision of the Superintending Engineer, on appeal,
shall be final and the contractor shall be bound to pay the amount of the assessed
compensation demand, failing which, the same will be recovered from the contractor as
damages or deducted by the Engineer-in-charge from any sums that may be due to or
become due from Corporation to the contractor under this contract or otherwise.
The contactor shall bear the expenses of defending any action or other legal proceeding
that may be brought by any person for injury sustained by him owing to negligence of
precautions for prevent the spread of fire and he shall also pay any damage and cost
that may be awarded by the court, if in consequence
32. RESCISSION OF CONTRACT AND FORFEITURE OF DEPOSIT
The contractor shall not assign or sublet, without the written approval of the Engineer-in-
charge and if the contractor assign, or sublet his contract, or attempt to do so or become
insolvent or commence any proceedings to be adjudicated as insolvent or make any
composition with creditors, attempt to do so, the Engineer-in-charge may, by notice in
writing rescind the contract. Also, if any bribe, gratuity, gift, loan, perquisite, reward or
advantage pecuniary or otherwise shall either directly or indirectly be given, promised or
offered by the contractor or any of his servants, or agents, or any person to the employee
of the Corporation in any way relating to his office or indirectly interested in the contract,
the Executive Engineer may, by ten days’ notice in writing, rescind the contract. In the
event of a contract being rescinded the security deposit of the contractor shall there upon
stand forfeited and be absolutely at the disposal of the Corporation and the same
consequences shall ensure as if the contract has been rescinded under Clause
thereof and in addition the contractor shall not be entitled to recover or be paid for any
work thereof actually performed under the contract.
33. COMPENSATION
All sums payable by a contractor by way of compensation under any of these conditions
shall be considered as a reasonable compensation to be applied to the use of
Corporation without reference to the actual loss or damage sustained and whether any
damage has not been sustained.
34. CHANGE IN THE CONSTITUTION OF FIRM TO BE NOTIFIED
In case of tender by partners of a Firm, any change in constitution of firm shall be
forthwith notified by the contractor to the Executive Engineer for his information.
35. WORKS UNDER DIRECTION OF SUPERINTENDING ENGINEER
All works to be executed under the contract shall be executed under the direction and
subject to the approval of Superintending Engineer /Engineer-in-charge for the time being
who shall be entitled to direct at what point or points and in what manner they are to be
commenced and from time to time to be carried on.
36. DECISION OF SUPERINTENDING ENGINEER TO BE FINAL
Except where otherwise specified in contract and subject to the power delegated to him
by Corporation under the Corporation’s rules, then in force, the decision of the
Superintending Engineer/EIC for the time being shall be final, conclusive and binding on
all the specifications, designs, drawings and instructions herein before mentioned and as
to the quality of workmanship or material used on or as to any other question, claim, right
matter or thing whatsoever in any way arising out of or relating to the contract, designs,
EW- 341 PUR-F-006 RFQ-
drawings, specifications, estimates, instructions, orders or these conditions or otherwise
concerning, the works or the execution or failure to execute the same, whether arising
during the progress of the work or after the completion or abandonment thereof.
37. Dispute Resolution Mechanism: For works contracts and composite Contracts, the
arbitration mechanism shall be governed by the Gujarat Public Works Contracts
Disputes Arbitration Tribunal Act, 1992 as per below details.
sub clause 37(1) Amicable Settlement : Any dispute, difference, controversy or claim
between the Parties arising out of or relating to this contract with reference to the
construction, interpretation, breach, termination or validity thereof (hereinafter referred
as "the Dispute") shall, upon the written request of either Party be referred to the
authorized representatives of the Disputing Parties for resolution. The authorized
representatives shall promptly meet and attempt to negotiate in good faith a resolution
of the Dispute within thirty days of the service of the request.
sub clause 37(2) Arbitration : If the Parties fail to amicably resolve the disputes or
differences or contrary claims as indicated herewith in sub clause (1) of Clause
arising under or in connection with the present works contracts, whether pertaining to
works contracts alone or works and procurement both, the same shall be referred to
arbitration under the Gujarat Public Works Contracts Disputes Arbitration Tribunal Act,
38. STORES TO BE OBTAINED FROM CORPORATION [APPLICABLE ONLY WHERE
MATERIAL IS TO BE SUPPLIED BY CORPORATION AS MENTIONED IN
SCHEDULE A]
The contractor shall obtain from the Corporation stores, such articles as are mentioned
in schedule “A” which may be required for the work or any part of the work or in making
up any articles required therefore or in connection therewith, unless he has obtained
permission in writing from the Executive Engineer or obtained such stores and articles
from elsewhere. The value of such stores and articles as may be supplied to the
contractor by the Engineer-in-charge will be debited to the contractor in his account at
the rate shown in the schedule “A” attached to the contract and if they are not entered in
said Schedule, they shall be debited to him at cost price which for the purpose of this
contract shall include cost of carriage and all other expenses whatsoever which may
have to be incurred in obtaining delivery of the same at the stores aforesaid and further
overhead charges 15%.
The Contractor shall be responsible for the loss, destruction or deterioration of the
materials, stores or articles supplied to him by the Corporation, even if such loss,
destruction or deterioration has occurred under any circumstances whatsoever beyond
his control as if the materials, stores or articles so supplied were his property. The
contractor shall be responsible for returning the residual materials after completion of
the contract and it fails to return, the balance materials supplied to him by the
Corporation, the cost of the residual materials will be recovered from the contractor at
the market rate or stock issue rate whichever be higher at the time of materials account
39. LUMP SUMS IN ESTIMATE
When the estimate on which tender is made, includes lump sums in respect of parts of
the works the contractor shall be entitled to payment in respect of the items of works
involved or the part of the work in question at the same rates as are payable under this
contract or such items or if the part of work in question is not in the opinion of the
Engineer-in-charge capable of measurement the Engineer-in-charge may at his
discretion pay the lump sum amount entered in the estimate and the certificate in writing
of the Engineer shall be final and conclusive against the contractor with regard to any
sum or sums payable to him under the provision of this clause.
40. LUMP SUM TENDERS
Whenever lump sum tenders have been invited for buildings or other structures of the
same type, design, the contractor shall submit his bill stated in Clause No. 18 and the
Engineer-in-charge not below the rank of work, Executive Engineer shall certify by
general measurement or by other method considered suitable to him, the value of work
done and the contractor shall be paid monthly a sum equal to 90% of the total value the
work so certified, since the last payment, after deducting a part or whole of the secured
advance if not already paid for the materials utilized on the works. An additional secured
EW- 341 PUR-F-006 RFQ-
advance for any fresh materials utilized on the works. An additional secured advance for
any fresh materials brought on site will also be paid if certified by the officer not below
the rank of Executive Engineer. After the work is completed final bill would be paid on
the certification of officer not below the rank of Executive Engineer, that the work, is
done according to drawing and specifications attached to the tender. If any additions
and alterations have been carried out, detailed measurement in respect thereof shall be
recorded and extra payment or deductions are regulated as per item rates quoted by the
contractor while submitting the tender and if there are any items in the additions and
alterations for which the contractor has not quoted a rate, the payment shall be as per
Clause 39 above
41. ACTION WHERE NO SPECIFICATION
In the case of any class of work for which there is no such specification as is mentioned,
such work shall be carried out in accordance with the PWD and in the event of there
being no PWD specification, the work shall be carried out in all respects in accordance
with the instructions and requirements of the Engineer-in-charge of the Corporation etc.
42. NO CLAIM FOR VARIATION IN QUANTITIES OR WORK
Quantities shown in the tender are approximate and no claim shall be entertained for
quantities of work actually executed, being either more or less up to any extent than
those entered in the tender or less than those entered in the tender or estimate.
43. NO CLAIM FOR COMPENSATION FOR DELAY IN STARTING WORK
No compensation shall be allowed for any delay caused into starting of work on account
of acquisition of land and in the case of clearance for works or any delay in according
sanction to estimates.
44. NO CLAIM FOR COMPENSATION FOR DELAY IN EXECUTION OF WORK
No compensation shall be allowed for any delays in execution of the work on account of
water standing in borrow pits or compartment. The rates are inclusive for hard or
cracked soil, excavation in mud, sub-soil water or water standing in borrow pits and no
claim for any extra rate shall be entertained unless otherwise expressly specified and
mentioned in the tender.
45. EMPLOYMENT OF TECHNICAL PERSONS:
The contractor shall keep one full time qualified Civil Engineer at the site, who shall be
fully authorized to receive and comply with such instructions, as given by the Executive
Engineer. The contractor shall intimate the name of such Engineer with his qualifications
and experience. The Executive Engineer shall have the right to demand the removal of
any technical personnel, skilled or unskilled workmen, who in his opinion are considered
to cause bad workmanship in the execution of works or to cause indiscipline.
46. T erm s and C ondition s re g ardin g L abour L aw s
During the entire period of the contract, the Contractor and his Sub-Contractors shall at all
times comply with all applicable labour laws, rules, regulations, notifications, and bye-laws
issued by the Central Government, State Government, or Local Authorities. This includes all
existing laws as well as any amendments or new notifications that may come into force
during the contract period.
The Contractor and his Sub-Contractors shall, at all times abide by the following
Acts/Statutes related to Human Resources:
1. Factories Act, 1948;
2. Contract Labour (Regulation & Abolition) Act, 1970;
3. EPF & MP Act, 1952;
4. Building & Other Construction Workers (Regulation of Employment & Conditions of
Service) Act, 1996;
5. ESI Act, 1948;
6. Minimum Wages Act, 1948;
7. Payment of Wages Act, 1936;
8. Payment of Bonus Act, 1965;
9. Payment of Gratuity Act, 1972;
10. Workmen’s Compensation Act, 1923;
11. ID Act, 1947;
12. Maternity Benefit Act, 1961;
13. Inter-State Migrant Workmen (Regulation of Employment & Conditions of Service) Act,
14. The Building And Other Construction Workers' Welfare Cess Act,
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17. The Carriage by Road Act,
The above list is only indicative and not exhaustive. The Contractor shall remain fully
responsible for ensuring compliance with all other applicable labour and welfare
legislations, rules, and regulations in force during the contract.
The following are some of the major responsibilities of the contractor, in addition to other
obligations prescribed under various labour laws, rules, and regulations issued by statutory
authorities such as the State Government or Government of India from time to time, which
the contractor shall strictly comply with during the execution of the contract.
1) T he F a c torie s A c t,
T he contractor s hould not deploy worker below the age of 18 year s and above
60 year s for the awarded work.
E arn L eave s hall be paid to their bonafide contract workers a s per the
provi s ions of the F actorie s Act,
Payment of Earned Leave should be made monthly together with wages for better
compliance of law. The contractor s hall maintain E arn L eave R egi s ter in F orm No.
19 a s per the provis ions of the s aid Act and s ubmit the s ame on demand.
All the written regi ster s , Performa etc. shall be maintained up to date and kept
ready for ins pection at any time or submitted on-time to the concerned
authorities a s per applicability of the Acts by contractor.
2) T he C ontra c t L abour ( R eg ulation and Abolition) A c t,
T he C ontractor / Agency s hall have to obtain the L abour L icen s e under
C ontract L abour (R egulation & Abolition) Act from the appropriate
authorities before commencement of work. T he contractor shall maintain a valid
labour licens e under the C ontract L abour (Regulation and Abolition) Act for
employing nece ss ary man power to be required by contractor.
T he contractor should not be allowed to engage fifty (50) or more contract
labourers without initiating to obtain the labour licens e under the C ontract Labour
Act. (the s aid number i.e., fifty (50) or more includes S upervi s or and other
3) Minimum Wa g e s A c t,
Contractor shall have to make the payment of wages to the Contract Labours engaged by
them, on or before 7th of every month through nearest Nationalized Bank compulsory,
preferably situated in the premises of TPS area in case of all works contract. The
Contractor shall supply copy of Bank Statement duly stamped by the Concerned Bank as
well as debited entry of amount displayed in the contractors’ own bank account as token of
proof towards payment of Wages through CLIM/prevailing system at relevant time. Apart
from Payment of wages through Bank, Contractors shall have to make all other payments
like Advances, Bonus, Leave Encashment etc. to their labours through bank only and cash
payment/entry will not be allowed.
Wages rates for contract laborers are applicable as per the terms and conditions of the
license. The contractor shall have to pay wages to workers as notified by the Government
of Gujarat from time to time.
EW- 341 PUR-F-006 RFQ-
Any default to pay the minimum wages to the engaged workers and deprived of their right
to minimum wages payment on or before 7th of each month shall be dealt as per the
provision of labour laws. Recurrence of the same may lead to cancellation of awarded
4) T he Provident F und and Mi sc ellaneou s P rovi s ion s A c t,
T he contractor mus t po ss e ss separate P . F . code on the name of the F irm /
Agency / Company its elf for the subject work.
It s hould be ens ured that all the contract labours engaged by contractor are
covered under the provident fund s cheme and employee’s pens ion scheme
and their contribution mu s t be remitted regularly to the concerned R P F C . T he
photocopies of challan along with E C R in thi s regards should be submitted
regularly to the Us er Department to enable their onward billing clearance.
T he contractor s hall submit along with hi s bill (month wi se) statement
regarding deductions agains t employees’ provident fund and family
pension s cheme in res pect of each concerned employee. Provident fund and
family pens ion s cheme at the rate of 12 % of wage s (or at the rate s made
applicable by the Government time to time). T he contractor’s contribution
and hi s workers contribution towards provident fund and family pension
scheme s hall deposited by the contractor with concerned PF Authorities.
5) Wo r km en ’ s C omp en sation & E m p l o y e r ’ s L i a b i l i t y Ins ur anc e .
T he contractors s hall have to obtain E mployee C ompens ation P olicy under
the E mployee s C ompens ation Act before starting the work. E mployee
C ompens ation Ins urance shall be obtained for all the workers engaged for the
execution of awarded contract. If any of the work i s sub-letted, the contractor
shall ens ure that the sub-contractor take and provide workmen's compensation
and E mployer' s liability insurance for the labours engaged. C ontractor i s liable to
pay compens ation in ca s e of accidental injury aris ing out of and in the cours e
of employment a s per the s aid Act and s hall bear medical expen s es due to on
duty accident.
6) T he Payment of Gratuity A c t,
For better compliance, contractor shall pay amount of gratuity on a monthly basis along
with the payment of wages, calculated on a pro-rata basis per month, which is equivalent
to 15 days’ wages for each completed year of service for every worker. (* applicable
to A R C / B R C work s c ontra c t only)
7) T he Payment of B onu s A c t,
E very worker s hall be entitled to be paid by the contractor in an accounting year,
bonus, in accordance with the provis ions of thi s Act, F or better com pliance, the
contractor should pay bonus amount on a m onthly basis along with wages
calculated on a pro-rata basis per month. C ontractor ha s to submit the paid bonus
details of it s worker in F orm No. C a s per the provis ions of the s aid Act a s and
when required by the G ovt. Authority a s well a s by G S E C L .
8) T he Maternity Benefit A c t,
Contractor shall ens ure that entitled female worker should provide
Maternity L eave and other benefits a s per the provision of the s aid Act.
EW- 341 PUR-F-006 RFQ-
9) T he B uildin g and other C on s tru c tion Workers’ A c t,
F or any construction work, fall under the definition of S ection 2(1)(d),
happening outside / inside the F actory premis e s the s aid act will be
applicable and the contractor or it s sub-contractor s hall be liable to comply with
the provis ions framed there under.
10) The contractor shall give preference to existing or local contract workers for
engagement in the awarded contract and shall issue appointment orders to
each and every workers individually at the time of their engagement during the
period of contract and terminate the same at the end of the each contract.
Follow the mentioned proc edure at eac h milestone for the ex ec ution of
work s c ontrac t.
11) On C ommenc ement of C ontrac tual Work
1. Before starting the work, the contractor may contact L abour Welfare
Officer / Industrial R elations Officer for all formalities related to labour law
compliance before commencement of the contract and onward Labour
L aw compliance thereof, s o that later no dispute will aris e in res pect of
compliance of labour laws .
2. It i s the res ponsibility of the contractor to ens ure that contractor’s
employees maintain strict dis cipline a s regards security, methods of s afe
working etc, and not to caus e any hindrance to smooth running of power
station or in execution of duties by G S E C L staff. Any laps e in this regard will
be viewed s erious ly and if laps e found, contract i s liable to be terminated. If
any of contractor’s staff i s found unsuitable or not behaving properly,
the contractor s hall have to remove s uch worker from the work-s ite on
demand by EIC. To maintain harmonious industrial relations amongs t
contract labours i s s olely the res ponsibility of contractor. Any breach of the
s ame will be viewed s erious ly.
3. A digital system developed at the request of the agencies working at the
premises of GSECL, is to facilitate them for easy, efficient, effective
management of data, gate passes, attendances, medical records, Police
Verification documents etc related to their employees / workers deployed for
various works and services against work order of GSECL.
4. On receipt of LOA and before commencement of work, authorized
representatives of the agency shall login in the CLIMS online portal /
prevailing system at relevant time and apply for registration of their
employees / workers uploading all information with required documents in
digital form. Upon completion of due verifications, clearance by EIC and HR
departments, contracting agency will obtain gate passes. GSECL will only
consider documents like wage sheet duly accepted and signed by individual
workers, as per the engagement/deployment duration/hours of individual
worker duly certified by the agency, being the employer, for the purpose of
payment of bills and HR clearances.
Agency shall be solely responsible for maintaining accurate and up-to-date
data of their workers in the portal/ prevailing system at relevant time. All
statutory compliances under prevailing laws shall remain the responsibility of
the contracting agency. The agency shall indemnify GSECL against any
liabilities arising from non-compliance of legal provisions or inaccuracies in
EW- 341 PUR-F-006 RFQ-
the data maintained by them in the digital portal of CLIMS/prevailing system
at relevant time.
5. T he C ontractor who intends to engage labours more than the specified limit
under law, then nece ss ary - F orm No. V under the C ontract Labour ( R & A)
Act, 1970 or F orm No. VI under the Interstate Migrant worker (employment
regulation) Act 1979 a s applicable i s to be obtained for the purpos e of
obtaining L abour L icens e from the L icens ing Authority.
6. It s hall be the duty of the C ontractor or hi s S upervis or to ens ure Bio-Metric
punching and reporting at the location of work.
7. T he contractor shall employ adequate number of experienced staff at s ite
for daily s upervis ion and for maintaining of various regis ter s and records
required under the L abour law s and contracts. No payment for s uch
s upervision s hall be admissible.
8. T he gate pa ss e s obtained for any specific work order will be valid for that
specific work order only and contractor s hould not divert the man power for
any other work order. If any work or part thereof i s desired/required
to sublet, the contractor s hall obtain the necess ary permiss ion of EIC in
black and white well in advance which i s mandatory for considering the
statutory documents of agency other than the agency who awarded work
12) During C ontra c tual Work under the pro g re ss:
1. All C ontractor s s hall have to make the payment of wage s to the C ontract
L abour s engaged by them, on or before 7th of every month through
Nearest Nationalized B ank compulsory, preferably situated in the
premis e s of p o w e r s t a t i o n area. T he C ontractor s hall s upply
copy of B ank S tatement duly stamped by the Concerned B ank a s a
token of proof towards payment of Wages through CLIMS / prevailing system at
relevant time.
2. All C ontractor s ha s to comply & maintain statutory documents / regi s ter s under
the provision of labour law s & E P F Act.
3. In cas e the contractor having more than one contract in the s ame T P S , the
contractor shall have to obtain work order wis e separate G ate P a ss e s
and s ubmit the s ame with the documents of statutory compliance that too work
order wi s e every month to the Us er Department to enable their onward billing
clearance.
(13) CONTRACTOR TO INDEMNIFY THE GSECL REGARDING
LABOUR LAWS
T he contractor shall indemnify and keep indemnified the G S E C L , and every
member, officer and employees of the G S E C L , al s o Engineer-in-charge and hi s
staff agains t all actions, proceedings, claims , demands, co s t s and expens e s
whatsoever arising out of or in connection with the matter referred in above claus e s
and elsewhere and against all actions , claims demands, cos t and expens e s which
may be made again st the G S E C L by any workman/ employee s of contractor or any
s ub - contractor and or from any liability any wis e to any workman/employees of the
contractor or sub-contractor under any laws , rules or regulation having in force of law
including but not limited to claims against the owner under employee compens ation
Act, 1923. T he E mployee’s Provident F und Act.1952, and/or the contract labour
(Abolition and R egulation) Act,
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T he G S E C L s hall not be liable for or in res pect of or in consequence of any accident
or injury to any workmen or other pers on in the employment of the contractor or hi s sub-
contractor, and the contractor s hall indemnify and keep indemnified the G S E C L
agains t all s uch damage and compensation and against all claims, demands
proceedings co s ts , charges and expens e s whatsoever in res pect of or in relation thereto.
T he contractor shall at hi s own expens e / ris k and cos t to comply with all the labour law s
a s above- m e n t i o n e d and keep the G . S . E . C . L . indemnified in res pect thereof.
G S E C L : shall be entitled / empowered to deduct directly from the bills, the amount to be
paid to engaged bonafide contract worker s or the contract workers engaged by Sub-
contractor; any s um or s um s payable by main contractor / sub-contractor and which
s um /s um s the Corporation i s required to pay in capacity of Principal Employer on
account of the default
of contractor in res pect of all liabilities incurred out of non-compliance regarding any
provi sions of L abour L aw s and s ame amount s hall be recovered from the pending
due s of the contractor with 15 % administrative charges .
Any other rules and regulation, conditions, circulars etc., that are in force at pres ent and
that may be framed by the G S E C L from time to time in connection with contracts will
be binding and acceptable to contractor.
T he above are s ome of the major liabilities of the contractor in addition to other liabilities
pres cribed under the various labour law s in force from time to time from S tatutory
Authorities like S tate Government / Government of India, which the contractor s hall have
to comply with.
The contractor shall provide the name of authorized representative, as provided to other
statutory Government authorities and will be notified to Engineer In-Charge time to time.
14) Submission of Statutory documents to ensure the compliances:
The contractor shall upload statutory documents, work order-wise, under Labour Laws and EPF
in CLIMS / prevailing system at relevant time.
Required documents shall be u p l o a d e d by the contractor in existing portal /prevailing
system at relevant time invariably each month to Engineer In-Charge for onward process
and smooth clearance by HR Department.
List of documents required for gatepasses of contract w orkers
through clims /prevailing system
Sr. No. Description of documents attached
Copy of Work Order
2 Copy of P. F. Code No.
Insurance Policy as per subject of work order under the Workmen Compensation
4 Contract agreements/ subletting work contract documents with approval copy
Copy of Id proof of Aadhar card or Election voting card or driving license or Passport
6 Copy of Police Verification in respect of each contract workers
15. The contractor whose work order value is above Rs. 5 lacs shall have to submit
“Declaration cum Indemnity Bond” on Rs. 300/- Non-Judicial stamp paper in prescribed
Performa (Annexure- “B”) with Agreement and Indemnity Bond before the commencement of
the contract.
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Annexure- “ B ”
D EC L A R A T I O N C U M IND E MNI TY B OND
(On Rs.300/ - Non J udi c ial S tamp P aper duly notaris ed)
T HI S D ECL A R A T IO N C UM IND E MNI TY B OND made at ------------------------- (mention
loc ation) by M/S. ------------------------- having its R eg. office at-------------------------------------
-----------------(hereinafter referred to a s “ C ontrac tor” which expre ssion shall unle ss
it be repugnant to the context or meaning thereof, be deemed to mean and include their
respective a ss ign s , successors , executors, subcontractors and / or adminis trators) of the
ON E P A R T in favour of
M/S G ujarat S tate E lec tri c ity C orporation L imited having its power S tation at
… … … … … . . T h e r m a l Power Station (hereinafter referred to a s the “ C ompany” ),
which express ion s hall unle ss it be repugnant to the context or meaning thereof be
deemed to mean and include it s a ss ign s , s ucce ss or s ) of the O T H ER P A R T .
W H E R E A S the C O M P A N Y ha s entered into a contract with the Contractor for the work of”-
-----------------------------------------------------------‘’ under order No: ------------------------- dated--------
-----------------“hereinafter called the “Contract”);
AND W H E R E A S it i s one of the ess ential conditions of the Contract that the Contractor
s hall comply with all the provis ions of the L abour & Industrial L aw s , a s may be
applicable from time to time for the discharge and completion of the works and
completion of the Works and S ervice s covered under s aid Contract L abour ( R & A) Act
1970,C hild L abour (Prohibition and Regulation) Act 1986, The E mployee s Provident
F und s & Mis cellaneous Provi s ion s Act,1952,Employees S tate Insurance Act
Minimum Wages Act,1948,Payment of B onu s Act,1965,Payment of Wages Act,1936,
E mployee s C ompens ation Act.1923, F actories Act,1948 and other Labour L aw s , R ule s
Notifications and C ode s which are at pres ent applicable to the contractor and which may
be applicable during the tenure of the contract (hereinafter referred a s the ‘L aw s ’).
AND W H E RE A S the Contractor ha s agreed to execute thi s Declaration cum Indemnity
B ond to thi s effect and ha s agreed to indemnify and C ompany, it’s Directors, Officers and
employees and repres entatives indemnified and hold harmless against all third party
claims, charges ,penalties, fines , expens e s ,lo ss e s , damages co s ts , s uits or any other
levy agains t the Company and/or the management due to the failure of the C ontractor
to obs erve or follow all applicable law s.
NOW T HI S D EE D WI T N E SS E T H A S UND ER
1. T he C ontractor hereby declares that all acts , deeds, actions, activities, conduct and laps e,
delays, mi s deeds , faults, breaches, inactions etc done by hi s a ss ign s , s ucce ss or s
executors, subcontractor and / or adminis trator s shall be construed to be have been
done by the contractor and he alone s hall be liable for s uch acts, inactions etc.
2. In consideration of the C ompany awarding the C ontract to the C ontractor subject
to the condition of execution of thi s Declaration cum Indemnity bond, the Contractor
EW- 341 PUR-F-006 RFQ-
declares and repres ents to the C ompany that the Contractor ha s obtained all
Statutory regis trations, Certificate s , licen s es and approvals required under the
L aw s enabling the Contractor to execute the Contract in a legal and lawful
3. That in the event of any liability arising out of non-compliance of any ‘Laws’ of the land by the
Contractor in connection with the Performance of the contract, the Contractor shall bear
all the resultant liability (ies) whatsoever, if any and that the company , its Directors, Officers and
employees, representatives, shall not be liable for any such liability(ies). The Contractor undertakes
to indemnify and keep the C ompany and it s Directors, Officers and employees,
representatives indemnifies, defend and hold harmle ss , agains t all lo ss e s , cos ts
damage s, claims, penalties, interest, expens e s , demands, fines , legal liability,
cau s e s of action, injury to per s ons , s uit s etc., which may be suffered, incurred,
undergone and / s us tained by the C ompany including the C o s t s and expens e s that
may be incurred in defending any s uch liability(ies) claim(S), Proceeding ( S )
etc. that maybe made or taken or taken or aris e on the s ame by any
P er s on, body, authority, government, judicial / quas i - judicial authority due to
the failure or non-compliance of any s uch laws and rules there
under (including any amendments in acts , law s, s tatute s & rules there under) of
whatsoever kind and nature aris ing out of or in any way connected with,
whether or not s uch acts or omi ss ion s are actual or alleged, active or pass ive
with regard to the discharge of the s aid Contract.
4. T he Contractor further declares that in cas e of any s uit / claim / right /
damage s / compens ation / fine / levy / charges / expens es / lo ss e s / penalties /
co s t s rais ed by the third party, including contract labour s engaged by the
contractor, he s hall join s uch proceedings in s uch Suit/Court/Tribunal/Authority and
effectively defend the same.
5. T he Contractor hereby agree and undertakes to make good any lo ss
damage, claims, s uits , demands , decrees, expen s es that the C ompany may
suffer to the fulles t satisfaction of the C ompany and if the Contractor fails to
make good the s ame then the C ompany s hall have the right to recover the
s ame from and or any other lo ss s ustained, without any restriction or
limitation, together with any other incidental expens es , co s ts , and all incidental logistic
expens es etc that may be suffered by the Company from the Contractor and the
Contractor hereby further confirms and declares that thi s Declaration cum
Indemnity B ond i s irrevocable and s hall be final and binding on him, his heirs,
executors, adminis trator s, legal representatives, s ucce ss or s , subcontractors and
a ss ign s , wherever the context applies . any claims, demands, shall be adjusted
agains t any amount due and payable to the Contractor and the C ompany
s hall have the right to withhold any amounts due and payable to the
Contractor, till the settlement of s uch claim s, di s putes to the C ontractor towards
dis charge of s uch claim s, obligations etc.
6. T hi s Declaration cum indemnity bond s hall be in accordance with the laws of India
and any dis pute between the parties with regard to thi s Declaration cum Indemnity
B ond s hall be resolved through the dispute resolution proce ss mentioned in the
General C onditions of the Contract ( G CC ).
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IN W I T N E S S W H ERE O F , the s aid C ontractor ha s hereunto s et their hand the day and
year firs t hereinabove written.
S I G N E D S E A L E D AND D E L I V E RE D B y the within named “C ON TR A CT O R”
(Authorized Signatory)
R ubber S tamp of Firm/C ompany
Full Name:
Designation:
In pres en c e of Witne ss
Name & Addre ss of Witne ss S i g nature
1. Full Name :
Residential Address:
Contact No. :
2. Full Name :
Residential Address:
Contact No
On Non-Judicial Stamp Paper of Rs.
To be submitted with NOTORIZED at the time of final bill
UNDERTAKING FOR LABOUR LAW COMPLIANCES
I, Proprietor / Owner / Partner / Authorized Agent of
M/s. do hereby declare and undertake as under
1. That in capacity of independent contractor for M/s.
(Sub-Contractor of M/s. ) worked as
Contractor at GSECL, GTPS Thermal Power Station for the nature of work of
against Work Order
No. Dt. ., I have
complied with the provisions of all laws as applicable. I have paid the wages for the month/s
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of my contractual period which is/are not less than the minimum rates as applicable, to all my
employee/s and no other dues are payable to my employee/s.
2. That I have covered all the eligible employee/s under the Employees’ Provident Funds and
Miscellaneous Provisions Act, 1952 and deposited the contributions under my P.F. Code No.
Place: for the month/s of my contractual
period and as such no amount towards contributions whatever is payable.
3. I further declare and undertake that in case any liability pertaining to any of my worker,
labour, employee/s is/are to be discharged by the Principal Employer i.e. Gujarat State
Electricity Corporation Limited, GTPS due to my lapse, I undertake to reimburse the same or
the Principal Employer is authorized to deduct the same from my dues as payable.
4. I further declare and undertake the legal consequences which may arise in future under the
said work awarded, and I bound myself to resolve the same at the risk and cost of M/s.
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47. MATTERS RELATED TO EXECUTION OF WORK:
a) Work shall commence from the date given in letter to commence the work by EIC at
site. The Contractor shall make all necessary arrangements at site to mobilize labour,
operators, divers and materials and maintain necessary number of machinery and
equipment, barge, pontoons etc., to guarantee the agreed rate of progress of work as
per schedule.
b) A detailed work schedule showing how he proposes to carry out the work, specifically
mentioning time periods as well as date of commencement and completion of each
activity and such approved schedules must be strictly adhered to by the
CONTRACTOR. After the owner has agreed with the schedule, the Contractor shall
prepare detailed program of each work front/activity breaking it down giving daily
quantifiable/measure of progress. The schedules are to be reviewed periodically with
the OWNER / ENGINEER to ensure that the completion date will be met or to institute
corrective steps (at no extra cost to the ENGINEER) to adhere to the completion
dates. The OWNER reserves the right to revise the schedule at his discretion in order
to keep up to the completion date and to suit the project requirement and such
alterations shall not entitle the CONTRACTOR to any extra payment.
c) A work schedule with PERT / Bar Chart for carrying out the work in prescribed time
limit mentioning date of commencement, activity to be carried with its time period,
starting & finishing event for each activity, completion of total project in critical path
etc, shall be jointly fixed and approved by the GSECL. Such approved schedules must
be strictly adhered by the Contractor.
d) After the GSECL has agreed with the schedule, the Contractor shall prepare detailed
program of each work front / activity breaking it down to daily quantifiable measure of
progress. The schedules are to be reviewed periodically with the Owner / E.I.C to
ensure that the completion date will be met or to institute corrective steps (at no extra
cost to the GSECL) to adhere to the completion dates. The Owner reserves the right
to revise the schedule at his discretion in order to keep up to the completion date and
to suit the project requirement and such alterations shall not entitle the Contractor to
any extra payment.
e) The GSECL reserves the right to delete any item of schedule-B for which contractor
shall not have any right to claim on this account.
f) One permanent reference bench mark and a reference base line shall be given for lay
out of work, which shall be maintained without disturbance by the CONTRACTOR
during the tenure of the contract. CONTRACTOR shall establish local bench marks
as directed by the ENGINEER IN CHARGE.
g) The contract or any part thereof shall not be subject to change without the written
permission of the Chief Engineer (Gen.) GSECL, GANDHINAGAR TPS or his
authorized representatives.
h) During the execution of the work if it is found that the work is not progressing as per
the scheduled program approved by the GSECL & planned by the contractor, due to
the reasons attributable to the contractor, suitable action shall be taken as per
Clauses in this tender elsewhere & other relevant clauses appearing in the section of
“Terms & condition of tender & works contract, Legal conditions of works contract” of
tender document. And the GSECL may also take such action as it may deem fit to
ensure that the work is completed in time at Risk and Cost of the contractor.
i) Contractor shall attend meetings at EIC's office at site or any other place as fixed by
the EIC, as and when required for review, discussion, coordination etc. Attending
these meetings shall be obligatory on the part of the Contractor, at no cost to the
j) The Contractor shall take all requisite & necessary care to observe that no damage is
caused to the existing, pumps, existing works, service road, or any other structure etc.
For any damage to the existing structures of the GSECL, the Contractor shall be held
responsible and he will have to rectify the damage immediately up to the satisfaction
of Engineer in Charge, at his own cost.
k) The work shall be completed within the period stipulated in the contract. & site
clearance arranged according to the progress of work at site. Therefore, the
contractor has to organize & coordinate the work to suit these circumstantial
conditions. In the event of any delay due to the above or due to any other reason not
attributable to the contractor, reasonable extension in completing the work may be
given at the discretion and as decided by the GSECL but no compensation or idle
charges will be payable to the contractor on this account or any site conditions under
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any circumstances.
l) No idle charges shall be entertained by GSECL for any site condition or any
circumstances. The corporation will not pay any type of advances including
mobilization advance
48. RECOVERIES:
a) In case of any damage to equipment / machinery or structure / building of GSECL or
any public property due to negligence of contractor or any other reasons attributed to
contractor, the decision of E.I.C. regarding the amount of recovery shall be final.
b) If the contractor fails to execute the work as per direction of E.I.C. within the time
frame given, the GSECL shall get the work done through any other contractor at the
risk and cost of the contractor and the cost of execution of such work along with 15%
overhead charges shall be deducted from contractor’s monthly bill over and above
recovery as per rules.
c) Recoveries due from the contractor, up to the end of the month previous to the one
in which the bill is prepared shall be made from bills approved for payment every
month or at other periods when the bills are prepared, for the various items in the
following order of priorities and extents.
d) Deduction on account of security deposit in full together with shortage, if any, to be
made good.
e) Penalty in full, if levied.
f) Expenditure, if any, incurred by the Corporation on Contractor’s behalf in labour or
materials in full.
g) Charges for services such as water and power supply etc. in full.
h) Charge on account of supply of materials like cement and steel in case of shortages
found in balance or excess consumption than specified.
i) Hire charges for Corporation or Government machinery if any.
j) Recoveries of advance and secured payment or payments for preliminary work in full
or the installment due if and as the same as may have been allowed.
k) Rent recovery on account of allotting quarters on rent as per Corporation’s rules.
l) Income tax and sales tax in full as per Government rules.
m) Outstanding recoveries in respect of other contracts awarded by the Corporation if
n) Other recoveries. (If any)
49. WORK TO BE EXECUTED TO THE SATISFACTION OF THE ENGINEER -IN-
The contractor shall proceed with the work with diligence and expedition and the
whole of the work herein specified as well as the mode of execution shall be
under the supervision and direction and shall be carried on to the entire satisfaction
of the Engineer-in-charge, who shall have full power to order the contractor to
alter, enlarge or diminish the form, dimensions, positions, or quantities of any of the
work or to make use of material and workman-ship of different descriptions and
qualities from this herein specified.
The whole of the works, together with any temporary works, associated therewith,
shall be carried on in the most substantial proper and mannered workman like
manner, with the best materials and workmanship and to the entire satisfaction of
the Engineer-in-charge and in such order of time as he may direct. The contractor
shall attend to and execute without delay all orders and instruction which may from
time to time be issued by the Engineer-in-charge.
50. MATERIALS WORKMANSHIP etc.:
The work shall be executed in thoroughly substantial manner with material and
workmanship of best quality and strictly in accordance with the specifications and
with the drawings, or with such other drawings or written instruction as may from time
to time be furnished to the contractor, in accordance with terms of this contract and
shall be completed in every respect with all materials and workmanship implied and
necessary according to the fair interpretation and meaning of the same and should
there be any discrepancy between the drawings and specifications or any difference
or disputes as to the dimensions to be worked to or the quality of the materials to be
used, or the mode of doing periodical quantity of the work to be executed or with
respect to any subject arising out of this contract, the decision of the Engineer-in-
charge shall be final and binding on all parties. Rejected material shall be so disposed
off as to obviate any possibility of their use on works. The place, method and period of
disposal shall be as directed by the Engineer-in-charge.
51. SAMPLES OF DESCRIPTIVE DATE:
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Samples of descriptive date, requiring approval, shall be submitted by contractor to
the Engineer-in-charge in good time before the use of such material for inspection and
permission of testing if required. The samples shall be properly marked to show the
name of the material, manufacture, place of origin, and place where to be used
etc. Failure of any sample to pass specified tests will be sufficient cause for the
refusal to consider any further sample from the same source.
52. FENCING AND LIGHTING AND VENTILATION
Except as herein after provided, the contractor shall unless otherwise specified, be
responsible for the proper fencing, guarding, lighting and taking of the necessary
safety measures for all works comprised in the contract and or the proper provision of
temporary roadway, footways, guards fences, caution notices etc. as far as the
same may be rendered necessary by reasons for the work for the accommodation
and protection of workman foot passenger or other traffic and of the owners and
occupiers of adjacent property and of the public and shall remain responsible
for any accidents that may occur on account of his failure to take proper and
timely precautions.
All the arrangements made for fencing, lighting and ventilation shall be maintained
by the contractor throughout the tendency of the contract till physical taking over
of the work by the department.
53. LIABILITY FOR DAMAGE TO WORKS OR PLANTS
The contractor shall during, the progress of the work, properly cover up and protect
the work, and plant, and materials placed at his disposal or acquired for him by
the Corporation, from injury by exposure to the weather, or any cause what so ever
and shall take every reasonable proper timely and useful precaution against accident
or injury to the same from any cause and shall be and remain answerable and liable
for all accidents, or injuries thereto which until the same be or be deemed to be, taken
over by the Corporation, may arise or be occasioned by the acts or omissions of the
contractor or his workmen of sub-contractors, and all losses and damages to the
works or such plant or material arising from such accidents or injuries as aforesaid
shall be made good in the most complete and substantial manner by and at the sole
cost of the contractor and to the reasonable satisfaction of the Engineer-in-charge. If
the contractor fails to make good such losses & damages within the time given by the
Engineer-in-charge, the Corporation shall be at liberty to recover the amount fixed by
the Engineer-in-charge for such losses or damages or any part thereof by deducting it
from any sum due by the Corporation to the contractor under this contract or otherwise.
Further the contractor shall, at all time, protect and preserve all materials, plant and
equipment that he may himself have procured for the execution of the work. All
reasonable requests of the Engineer-in-charge to enclose or especially protect any of
the above shall be expeditiously compiled with.
If the Engineer-in-charge considers that the work or materials or plant is not sufficiently
protected by the contractor, he shall be entitled to arrange for such protection at his
unfettered discretion and recover the cost thereof from the contractor.
Until the work shall be or be deemed to be taken, over as aforesaid, the contractor
shall also be liable for and shall be deemed to have indemnified the Corporation in
respect of all damage or injury to any person or any property of the Corporation or of
others, occasioned by the negligence of the contractor or his workmen, or his sub-
contractor, or by defective design, work or materials.
54. EXPLOSIVE PROCUREMENT AND STORAGE (IF APPLICABLE)
i) Explosives, petrol, oils, fuels and other inflammable materials shall be stored strictly in
accordance with the rule of the Explosive Department.
ii) The contractor shall at his own expense construct and maintain, proper magazines
which are required for the storage of explosive and arrange for proper storage facilities
for oils, fuels etc. for use in connection with the work.
iii) The contractor shall at his own expense obtain such license or licenses as may be
necessary for strong and using explosives, oils, fuels etc. The department shall not take
any responsibility whatsoever in connection with the storage or use of explosives on the
site, or any accident or occurrence whatsoever in connection therewith. All operation of
the contractor in which or for which Explosives are employed shall be at risk of
contractor and upon his own responsibility.
55. MATERIALS TOOLS AND PLANT BROUGHT ON THE SITE OF WORK
All materials, tools and tackle of the contractor brought to and delivered upon the site
for the purpose of the work shall from the time of their being so brought shall be
EW- 341 PUR-F-006 RFQ-
deemed to be the property of the Corporation in its possession to be used for the
purpose of the work and for that purpose only and shall not on any account be
removed or taken away by the contractor or any other person without the written
permission of the Engineer-in-charge but the contractor shall nevertheless be solely
liable and responsible for and loss destruction thereof or damage thereto. The
Corporation shall have a lien on such materials, tools and tackle for any sum of sums
which may at any time prior to the completion of the works be due or owing to the
Corporation by the contractor, under in respect of and dispose of any such materials,
tools and tackle in such manner as the Corporation may think fit and to apply the
proceeding in or towards the satisfaction of such sum or sums so due or owing as
aforesaid but subject to such lien and power of sale and disposal such surplus
materials, tools and tackle shall belong to the contractor and may be removed and
disposed off by him as he may think fit.
56. ACCESS TO SITE AND WORK ON SITE
The Engineer-in-charge or his authorized representative may if he consider fit from
time to time enter upon any lands which may be in the possession of the
contractor under this contract, for the purpose of executing any work not included
in this contract and may execute such work not included in this contract by agents,
or by other contractors at his option and the contractor shall in accordance with the
requirements of the Engineer-in-charge, afford all reasonable facilities for execution
of the works including occupation of lands by structure or otherwise for any other
contractor employed by the Corporation and his workmen or for the workmen of the
Corporation who may be employed in the execution on or near the site of the work
not included in the contractor’s any contract in connection with or ancillary to the
works and in default, the contractor shall be liable to the Corporation for any delay or
expense incurred by reason of such default. Provided always that if the exercise of
those power shall cause any damage to the contractor he may within fifteen days of
such damage arising make a statement of the same to the Engineer-in-charge who
shall from time to time assess the value in his Judgment of such damage and the
Corporation shall from time to time shall pay to the contractor the amounts (if any
accepted as justified) by the Engineer-in-charge. The contractor shall not however, on
account of any such modified, new or extra work executed by or for the same of the
Corporation be entitled to claim relief from the obligation to execute other works.
57. INSPECTION OF WORKS
The Engineer-in-charge or his duly authorized agent shall have at all time full power
to inspect the works, wherever in progress, either on the site, on the contractor's
premises or at the premises wherever situated, of any firm or Corporation where work
in connection with this contract may be in hand.
Further, the contractor shall not allow, without written authorization permit entry on
site of work, any person except authorized agents of the Corporation of the Engineer-
in-charge or the contractor's staff and labour directly engaged on and in connection
with the work.
The contractor shall, during working hours, maintain supervisors having sufficient
training and experience to supervise the various items and operations of the work and
the said supervisors shall remain present during the inspections of the Engineer-in-
charge. All orders and directions given to such supervisors or other staff of the
contractor shall be deemed to have been given to contractor. Further the Engineer-in-
charge may be due notice, desire a higher ranking members of the supervisory staff
of the contractor to be present on any specified inspection and the contractor shall
comply with such direction.
58. CLEANING UP
The contractor shall at all times keep the construction area and his power house and
storage areas free from accumulation of waste, or rejected materials.
Prior to the completion of the work the contractor shall remove all rubbish from and
about the premises, and all tools, scaffolding, equipment and materials which are not
part of permanent structure. The premise will be left in a manner fully satisfactory to the
Engineer-in-charge, thereafter only the completion certificate will be issued.
59. CONTRACTOR TO KEEP INVENTORY OF MATERIALS etc.
The contractor shall prepare and maintain an inventory of all materials temporary
rolling stock, plant purchased or hired for use of employment or for any of the
purposed for this contract and such inventory or a copy thereof shall at all times be
EW- 341 PUR-F-006 RFQ-
available for inspection by the Engineer-in-charge. A complete and up to date copy
of the inventory shall be submitted to the Engineer-in-charge in the beginning and
once a year; thereafter changes in the interim period, if any shall be communicated
on every three months.
60. CONTRACTOR TO RESTORE PLANT
Upon completion of the work, the contractor shall deliver to the Corporation, all
appliances, materials, and plants which may have been loaned or hired to him by
the Corporation and make good all damages which may have occurred to them,
except such as shall be caused by fair wear and tear in execution of the works.
61. PROGRESS SCHEDULE
i) The contractor shall furnish, within one week unless extended by the Engineer of the
order to start the work, a progress schedule in quadruplicate indicating the date of
start the weekly progress expected to be achieved and the anticipated completion
date of each major items of work to be done by him, also indicating dates of
procurement and setting up of materials, plant and machinery. The schedule should
be such as is practicable of achievement towards completion of the whole work in the
time limit and of the particular items on due dates specified in the contract and shall
have the approval of the Engineer. Further, the dates for the progress as in this
schedule shall be kept up-to-date. In case it is subsequently found necessary to alter
this schedule, the contractor shall submit in good time a revised schedule
incorporating necessary modifications proposed and get the same approved by the
Engineer. No revised schedule shall be operative within such acceptance in writing.
Detailed schedules for each week showing the progress proposed to achieve shall
be submitted to the Engineer and got approved. The Engineer is further empowered
to ask for more detailed schedule or schedules any week by week, for any items or
items, and the contractor shall supply the same as and when asked for.
ii) The Engineer shall have, at all times the right without in any way vitiating this contract,
or forming grounds for any claim to alter the order of the works or any part thereof and
the contractor shall after receiving such direction proceed in the order directed. The
contractors shall also revise the progress schedule accordingly and submit four copies
of the revised schedule to the Engineer within seven days of the Engineer's direction
to alter the order of works.
iii)The contractor shall furnish sufficient plant equipment and labour and shall work such
hours and shifts as may be necessary to maintain the progress on the work as per the
approved progress schedule. The working and shift hours shall comply with all
GSECL's regulations in force and shall be such as may be approved by the Engineer.
They shall not be varied without the prior approval of the Engineer.
iv)The contractor shall from time to time as may be required by the Engineer, furnish the
Engineer, with a statement in writing of the arrangement he proposes to adopt for the
execution of this contract and the Engineer may if he considers, necessary at any time
advise alteration in the same, which the contractor shall adopt on notice thereof.
v) The progress schedules shall be in the form of progress charts, forms, statement
and/or reports as may be approved by the Engineer. Further, the contractor shall
submit four copies showing the progress of work in forms and charts etc. at
periodicals intervals as may be specified by the Engineer.
62. DATE OF COMPLETION
The contractor shall supply, erect, equip and construct the whole of the works and
hand over them to the Corporation on or before the date specified in the tender
document including "Special Conditions" and save as herein provided, in no
circumstances whatever shall extend or alter the date for the completion of works.
Provided always that if in the opinion of the Engineer-in-charge the completion of
the works shall be delayed by any change of original design or by the order of
the Engineer-in-charge, of any altered, modified substituted or additional works or
materials omitted or by strikes, lock outs or stoppages of labour, or revolution, riots,
civil or political disturbance or by causes directly due to war or by the contractor not
being given possession of the site or any part there-of or by the Corporation taking
possession of and using the site or any part thereof or the works or any part thereof,
whether any nonperformance of work under the powers herein contained or
otherwise or by any nonperformance of work or non-supply of materials to be
performed or supplied by the Corporation or by the contractor not receiving any
orders, drawings, instructions or directions in time or by the suspensions of the
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works or by fire, flood exceptionally bad weather tempest, storm, or by from
unforeseen circumstances (and whether the same shall be due to any act or
omission of the Corporation or its agents or those in their respective service or not)
the Engineer-in-charge may, if in his unfettered discretion, he thinks fit either
forthwith or at any later time and from time to time not withstanding that the
prescribed or extended time for completion has expired or that the work have been
completed, by writing under his hand, extend the time for the completion of the
works to such date as he shall appoint. Provided always that unless the contractor
makes a written application to the Engineer-in-charge within one month of the
cause of delay and unless the time is extended by the Engineer-in-charge, the
prescribed time shall not be extended notwithstanding delays from the aforesaid
foregoing or any other causes of whatsoever kind.
63. SUBLETTING OF CONTRACT
There will be generally no objection on the component parts for the work, being given
over to responsible sub-contractors but Corporation shall under no
circumstances recognize these sub-contractors and the responsibility of executing
the work in the accordance with the conditions of contract will entirely rest on
the main contracts. The main contractors will therefore always have the very
responsible member, preferably a technical hand present on the works with power
to sign all work orders issued on the site of work and to take requisite actions in
the interest of very efficient execution of work. However, the subletting of the
contract can be made only with the prior approval of the competent authority of the
Corporation.
64. OTHERCONTRACTS FOR THE WORK SUSPENSION STOPPAGEOR
CURTAILMENTS OF WORK
If during the tendency of the contract the Engineer-in-charge shall for any reasons
(which shall be unquestioned) whatsoever require the whole or any part of the
work as specified in the contract to be suspended for any period or shall not
require the whole or any part of the work as specified in the contract to be carried
out at all by the contractor, he shall give notice in writing of the fact to the
contractor who shall thereupon suspend or stop the work totally or partially as the
case may be. In any, case, except as provided hereunder, the contractor shall
have no claim to any payment or compensation whatsoever on account of any profit
or advantage which he might have derived from the execution of the work in full but
which he did not so derive in consequence of the full amount of the work not
having being carried out, or on account of any loss that he may be put to on account
of materials purchased or agreed to be purchased or for unemployment of labour
recruited by him. He shall not also have any claim for compensation by reason of
any alterations having been made in the original specifications, drawings, designs
and instruction which may involve any curtailment of the work as originally
contemplated. Where, however, materials have already been purchased or agreed
to be purchased by the contractor, before receipt by him of the aforesaid notice,
the contractor shall be paid for such materials at the rate determined by the
Engineer-in-charge, provided they would have been useful for the work curtailed
or stopped are not in excess of requirements, are of approved quality and cannot
be used on other contract works or otherwise by the contractor and/or shall be
compensated for the loss if any, that he may be put to, in respect of materials
agreed to be purchased by him, the amount of such compensation to be determined
by the Engineer-in-charge, whose decision shall be final.
The Engineer-in-charge may grant extension of time for the execution of any item or
items of work affected by such suspension of work. The decision for the Engineer-in-
charge, regarding the granting of extension and the period thereof shall be final. The
Engineer-in-charge may order the contractor to suspend any work on account of bad
weather; rain or storm and such other adverse climate conditions and the contractor
shall comply with the same.
The contractor shall not be entitled to an compensation for such suspension of work,
concrete lining at the junctions of the different works under different contract shall be
done with particular care regarding forms, construction joints, interconnecting
reinforcement etc. If any and the joint planning of such work shall be with prior
approval of the Engineer-in-charge.
65. OTHER CONTRACTORS
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Apart from this work, the other works connected with the power house will be
simultaneous going on either departmentally or through agencies inside or outside
the power house. Each contractor or agency shall co-operate with others to the
fullest extent and shall allow to each other every facility and co-ordination for
execution of their works simultaneously and satisfactorily, during their action of
machinery or execution of any other co-ordination works of the power house, the
contractor will have to work only at places as directed by the Engineer-in-charge.
He will have some time to suspend his work partially or totally in the interest of the
work at large.
In such cases and at such time, he will be informed from time to time and directed by
the Engineer-in-charge where to work. He may also be required to remove the
scaffolding or to erect the scaffolding and shuttering in such a manner as to be of little
obstruction and inconvenience for erection of machinery. In such cases he shall not
be given any compensation on account of reduction or stoppage or labour force or
removal and reinstatement of scaffolding shuttering etc. It will be seen that contractor
is not put to unnecessary inconvenience.
In the matter of dumps, haul, roads, drainage, diversion and the like, each contractor
shall take into consideration the needs and requirements of the other constructors, if
any working in the vicinity. Further no contractor shall take or cause to be taken
any stops or action that may cause disruption, discontent or disturbance to the
work, labour of arrangements etc. or other contractors in the neighboring project
localities.
Any action, by any contractor, which the Engineer-in-charge in his unquestioned
discretion may consider as infringement of the above code, would be considered as
a breach of the contract conditions and the Engineer-in-charge may take such action
as he may deem fit against the contractor and the action taken shall be considered
as final and binding.
66. SPEED OF WORK
The contractor shall at all times maintain the speed of work to confirm to the latest
operative progress schedule but the Engineer-in-charge may at any time with
sufficient notice in writing direct the contractor to slow down any part or the whole of
the work for any reason (which shall not be question whatsoever, and the contractor
shall comply with such orders of the Engineer-in-charge. The compliance of such
orders shall not entitle the contractor to any claim or compensation.
67. CONTRACT DOCUMENT AND MATTERS TO BE TREATED AS
All documents, correspondence, decisions and other matter concerning the contract
shall be considered as of confident and restricted nature by the contractor and he
shall not divulge or allow access there to any unauthorized persons of any kind.
68. ACCESS TO THE CONTRACTOR'S BOOK
Whenever it is considered necessary by the Engineer-in-charge to ascertain the
actual cost for execution of any particular item of work of supply of plant or material
shall direct the contractor to produce the relevant documents such as pay rolls
records of personnel, invoices of materials and any other data relevant to the item
or necessary to determine its cost etc. and the contractor to the aforesaid items in
the mode and manner that may be specified.
69. INTEREST ON MONEY DUE TO THE CONTRACTOR
The contractors shall not be entitled to get interest on any amount either of their bills
or arrears whatsoever because of delay in payment by the Corporation. Similarly they
shall not be entitled for any interest on amount of bank guarantees given by them.
Non-payment of interest by the Corporation therefore, shall not cause breach of
70. MEASUREMENTS TO BE PROVISIONAL AND SUBJECT TO CORRECTION
Every measurements for running payment on account of work, done or supplies
made, shall be subject to adjustment or final measurements. In case of disagreement
between such intermediate and final measurements, the latter shall prevail. All works
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shall be measured, met by standard measure and according to rules and custom and
usual in the use in Gujarat State Electricity Corporation Ltd., and no proposal to adopt
alternative method will be accepted, the Executive Engineer’s decision as to what is
“the usual method in use in the Gujarat State Electricity Corporation Ltd.” shall be
71. BREACH ON PART OF CORPORATION NOT TO ANNUAL CONTRACT
No breach or non-observance on the part of the Corporation of any of the
agreements contained herein, shall annul this contract or discharge the contractor
from the observance and performance thereof, or of any part thereof, but on
application by the contractor and in the unfettered discretion of the Engineer-in-
charge an extension of time may be given to the contractor in respect of such
breach or non-observance by the Corporation.
72. PROFORMA RETURNS
The contractor shall maintain Performa, charts and details regarding machinery
equipment materials, labour personnel and other matters as may be specified by the
Engineer-in-charge. He shall further, submit returns of Performa and details as
may be specified by the Engineer-in-charge from time to time.
73. LOCAL LAWS
All local laws in force at the time of entering into the contract and those enacted
thereafter shall be binding on the contractor and he shall abide by the same.
All import duties, sales tax and other local taxes shall be borne by the contractor
and they shall be deemed to have been covered by this quoted tender rate
74. WORKS IN SHIFT DUTY
Works shall be planned in shift duties, if possible in three shifts, depending on
emergency of the work with prior approval of Eng. - in- charge. 0n Sunday or any
other holidays work shall be continued in order to maintain progress with prior
permission of Eng.-in -charge. Such works shall not form any grounds for complaint,
compensation or extension of time limit.
If on the other hand, the Engineer-in-charge directs that the work shall be
proceeded with on days and during hours which are not permissible under this
contract, the contractor shall proceed with the work as directed without in any way
vitiating this contract or forming any grounds for compensation of claim.
The contractor shall in his dealing with labour, atall times, during the period of this
contract, have due regard to local festivals and religious and other customs.
A working day shall consist of two shifts each of eight hours, a working day shall
constitute any day on which in the opinion of the Engineer-in-charge, work can be
carried out in one or more shifts.
Final payment to the contractor shall not be made until the contractor shall deliver to
the purchaser or receipts in full in lieu thereof, and in either case, an affidavit that so
far he has knowledge or information the releases and receipts include all the labour
and material for which in lien could be filed. If any lien remains unsatisfied after all
payments are made, the contractor shall refund to the purchaser all moneys that the
latter may be compelled to pay in discharging such a lien, including all costs and a
reasonable attorney's.
76. MISCELLANEOUS:
1. In case of conflict / discrepancies among clauses of different specifications given in
this document, the stringent specification shall be followed and under such
circumstances, the decision of the EIC shall be final and binding to the Contractor
2. The Notice inviting tender, general instruction to bidders and all other documents of
this tender shall form part of the contract
3. No receipt for any payment alleged to have been made by a Contractor in regard to
any matter relating to tender of the contract shall be valid and binding on the
Corporation unless it is signed by the Engineer-in-Charge.
4. As per provisions of Income Tax Act, Corporation shall deduct Income Tax at the
applicable rate.
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5. Agency has to note that the extension of Time limit/excess saving in the works if
required to approve, than it shall be processed as per the provision of DoP and will
take time for process the same.
6. The contract is inclusive of the cost of materials required to complete the work in
7. It will be absolutely incumbent on the contractors to have on the site of work only
such of the materials as have been duly passed by the Engineer-in-charge. Materials
that have been rejected must on no account be allowed to remain on the site, and in
spite of written order to do so, any such rejected materials is on the site beyond a
period of 48 hours’ notice, the Engineer-in-charge shall have the right to remove it, at
the risk and cost of the contractors and even to destroy it.
8. It must be distinctly understood that conditions of contract and of claims in respect of
extra work, will not be allowed unless the works to which they relate is clearly without
the spirit and meaning of the specifications or unless such works are ordered in
writing by the Engineer-in-charge and claimed for in specified manner.
9. Contractor will be asked to present the sample of materials, and the approved
samples will be preserved at the site of work, and no change in the approved sample
will be allowed, without the written permission of the Engineer-in-charge.
10. The department reserves the right to make any change in the design and the plans of
the works. The contractor shall be bound to carry them out at the rates tendered. No
claim or compensation will be allowed on this account.
11. The contractor shall keep instruction book on site, for taking site instructions from
time to time. This book shall be made available on site whenever asked for.
12. Above construction equipment brought to site shall be allowed to be taken out only
after the work for which it has been brought is over. The equipment shall be taken out
only with the specific permission in writing from the E.I.C. Only the equipment
required for the work and in fit condition shall be brought to the site. The Contractor
shall ensure that proper documentation is followed at entry gate of GSECL's
premises for such items which shall be carried back by Contractor after completion of
13. The Contractor shall provide all temporary ladders, scaffolding materials, platforms,
supports and other necessary facilities required for trimming & cutting of trees. The
Contractor shall provide sufficient, strong and safe staging so as to ensure safety of
the laborers.
14. The Contractor shall provide sufficient fencing, notice Corporations and lights to
protect and warn others as may be considered necessary by the GSECL and safety
authority.
15. The GSECL may during the progress of work, order the removal of part or whole of
the work executed, found not in accordance with the approved drawings,
specifications/ instructions. No extra claims shall be entertained for re-executing or
altering of such work.
16. On completion of the work, the site shall be left in good order and the excess
materials, scraps, debris, if any shall be removed and dumped by the Contractor at
place/places as designated by the GSECL. The Contractor shall also dismantle and
remove the staging and other temporary facilities like stores, offices, labor camp etc.
on completion of work.
17. Contractor is required to maintain proper records at site of work in addition to normal
routine requirement of own office. The records to be maintained shall include but not
limited to the following:
(a) Daily Progress Record.
(b) Work Site Order Book.
(c) Instruction by GSECL's Officers.
(d) Test Registers of other materials/fittings, fixtures, equipment as stipulated in the
(e) Register for Working Details.
(f) Log Book of Defects.
(g) Hindrance Register giving details of commencement and removal of each
hindrance.
(h) Supply and consumption registers of all materials shall be maintained.
(i) Day to day Record of used/received materials shall be entered in the register
and signed by the Site Engineer of the GSECL as well as contractors'
representative at site.
(j) Measurement Book.
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77. SALES TAX ON WORK CONTRACT
The Gujarat Government by its amendment to the Gujarat sales tax act has
also made works contract subject to Sales Tax. However works contract tax
shall be liability of the contractor and shall be born by the contractor. More ever
you shall also have to submit form No 702 as prescribed by Gujarat Sales Tax
act while submitting invoice.
More ever the purchaser will not pay any composite tax/turnover tax/works
contract tax which contractor has to pay as per act. Hence the incidence of
sales tax or such type of taxes shall not be payable by the purchaser in any
case even if such taxes are levied on the party/contractor at a future date.
For & On behalf of GSECL
CHIEF ENGINEER (Gen)
GSECL: GTPS
SIGNATURE OF CONTRACTOR
EW- 341 PUR-F-006 RFQ-
TERMS AND CONTRACT FOR WORKS
GENERAL SAFETY RULES
LIST OF SAFETY TOOLS
EW- 341 PUR-F-006 RFQ-
TENDER & CONTRACT FOR WORKS
I/We hereby tender for the Gujarat State Electricity Corporation Ltd. (herein Referred as
“Corporation”) of the work specified in the underwritten memorandum within the time specified in
Schedule B (memorandum showing items of work to be carried out) and in accordance, in all
respect, with the specifications, design, drawings and instructions in writing and as per annexed
conditions of contract and agree that when the materials for works are provided by the
Corporation, such materials and rates to be paid for them shall be as provided in Schedule A
MEMORANDUM
(a) : Renovation and Miscellaneous Civil Works for the
General description of work
Existing Shed of Stator Bar at Main Store, GSECL, GTPS.
(b) Estimated Cost : Rs.
(c) Earnest money : Rs.
(d) Security deposit : As per cl no.7 of Section C (i.e General condition of contract).
(e)Time allowed for the completion of work from date of written order to commence.: 6 (Six)
Calendar Months
Should this tender be accepted, I/We hereby agree to abide by and fulfill all the terms and
provision of the conditions of contract annexed hereto as applicable and in default thereof forfeit
and pay to the Corporation, the sums of money mentioned in the said conditions.
Receipt No. Date from the Gujarat State Electricity Corporation Ltd. in respect of the sum of
Rs____________________________________. (The amount to be specified in figures and
words) is herewith forwarded representing the earnest money (the full value of which is to be
absolutely forfeited to the Corporation, should I / we do not execute / commence the work
after issuance of date of commencement by GSECL.
Signature of the Contractor:
Address of the Contractor:
Dated__________________ day of _______________year
Signature of Witness:
Address of the Witness:
Occupation:
Dated__________________ day of _______________year
The above tender is hereby accepted by me on behalf of the Gujarat State Electricity Corporation
For & On behalf of GSECL
Chief Engineer (Gen)
GSECL GANDHINAGAR TPS
his duly authorized Assistant
EW- 341 PUR-F-006 RFQ-
General Safety Rules & List of Safety Tools.
“GENERAL SAFETY RULES / NORMS” TO BE OBSERVED BY THE CONTRACTORS
All the contractors working in Gujarat State Electricity Corporation Limited Factory like
Coal/Lignite/Gas/Hydro/Pumping Station shall have to strictly observe the following Safety
Rules. Concern principle contractors are responsible for informing & observance of these rules by
their supervisors/contract workers as well as the owner/supervisors/ workers of sub-Contractors
engaged, if any, by them for the work contract awarded to them. Prior to commencement of the
work, Contractor shall have to submit a written assurance on their letterhead to the concerned
Sectional Head / Engineer-in-charge that they have thoroughly gone through these Rules, have
educated their employees / workers of their sub contractor and will strictly observe the said Rules
while execution of work under work contract awarded to them. They will have to indemnify the
company for any loss or damage / accident / injury to the company’s property / employee or
employee of their own in default of non - observing these rules.
(01) Contractor should issue phot o gate pass f or their work ers from GSECL
Factory Mana ger as per Gujarat Fa ctories rule s, 1963 & details shall be
f illed up in GSEC L gate pass f orm at as per Aadhar car d /E lect ion card id
proof & to f ollo w the gate pa ss issue pro cedure thr ough concern department EE
& SE, Security Officer, LWO/IRO/DGM, Factory Medical Officer, Safety Officer/Dy. Safety
Officer & Factory Manager.
(02) In case of emergency, temporary photo gate pass shall be issued by Security Officer only
for three days with prior permission of Factory Manager only. More than three days,
Permanent photo gate pass procedure shall be completed by contract agency for their
contract workers.
(03) Certificate of Fitness of employment in hazardous process & operations in form no.33 of
Gujarat Factories rules, 1963 shall be issued by GSECL Factory Medical Officer for all
contractor workers before commencement of work & examination responsibility shall be
taken by contractor as well as concerned Head of Department .Pre-employment & Periodical
medical examination of contractor workers shall be carried out in form no.32 from GSECL
Factory Medical Officer after every six (06) months of contractor with their contractor
workers. Contractor shall be fulfilled all health requirements before commencement of work.
After completion of medical examination in form no.32/33, GSECL Factory Medical Officer
shall be signed in contract worker gate pass procedure format.
(04) Contract worker gate pass will issue after completion of safety induction 3D animation movie
& Training record is to be maintained in IMS/OHSAS training format by TK Office/LWO.
(05) As per Gate pass format of GSECL, Safety Officer/Dy. Safety Officer shall be checked the
issue PPE to contract workers as per nature of job, Form no.10 of lifting tools and tackles,
Driving license, Electrical contractor license, Electrical trade qualifications, Safety induction
training, SOP, supervisor qualifications etc. After fulfillment of all Safety compliances, Safety
Officer/Dy. Safety Officer shall be signed in Contract worker Gate pass procedure format.
(06) Work Contract shall be completed by principle contractor/agency/person who is awarded
the work order. Subletting of contract shall be allowed only if prior approval of Power station
chief before execution of work. Contractor/agency shall be submitted the entire subletting
contract documents with gate pass application through concern department EE & SE,
LWO/DGM, Safety Officer/Dy.Safety Officer & Factory Manager.
(07) Under The Conditions Framed Under Rule-45 Of The Indian Electricity Rules,
Valid Electrical contractor License shall be submitted to concern electrical department
EE/SE/Electrical Safety Officer/ Safety Officer/Factory Manager at the time of apply gate
pass by agency/party with latest renewal from Chief Electrical Inspector, Gandhinagar-
Gujarat. Electrical License photocopy shall be checked by Concerned HOD of Electrical
Department/Electrical Safety Officer/Dy.Safety Officer/ Safety Officer/Factory Manager.
(08) As per natur e of job/work , qualified supervisor (Diploma (Electrical/
Mechanical/Civil/C&I) + 3 years experiences or ITI + 10 years) shall be engaged by contract
agency & qualification certificate with experience certificate shall be submitted to concern
EE/SE/LWO/IRO/DGM/ Dy.Safety Officer /Safety Officer/Factory Manager at the time of
apply gate pass.
(09) As per rule 3 of CEA regulation ,2010: Designating person(s) to operate and carry out
the work on electrical lines and Apparatus, Contract person/worker possesses a
certificate of competency or electrical work permit, issued by the Appropriate Government.
That means, Electrical trade Qualification of contract worker/person like ITI-wireman/
Electrician, Diploma (Elect), BE/B. TECH (Elect), ME/ M. TECH (Elect) shall be submitted to
EW- 341 PUR-F-006 RFQ-
concern EE/SE/LWO/IRO/DGM, Dy.Safety Officer/ Safety Officer/Factory Manager at the
time of apply for photo gate pass procedure.
(10) As per nature of job/work & during capital overhauling work /Annual overhauling work /24X7
round the clock work/major shut down work, Qualified Safety Officer/Manager/Supervisor
(BE/Diploma (Elect/Mech/Civil) + PDIS-Post Diploma in Industrial Safety) shall be engaged
by contractor during dangerous operations/dangerous works as well as day to day
dangerous activities, safety supervision, tool box talk, Safety awareness programme, SOP
preparation with hazards & its control measures with each step , checking of lifting tools &
tackles, hydra mobile crane, Safety precautions, coordination with Safety Department etc.
(11) License of driver shall be submitted with gate pass issue application as per nature of
vehicles & to follow the Motor vehicle Act,1988, the Central Motor Vehicles (Amendment)
Rules,2016 as well as Gujarat Motor Vehicles rules,1989 & driver license shall be checked
every day by security shift in charge before entry in the Factory premises.
(12) SOP with JSA (Job Safety Analysis) shall be prepared by contractor through competent
person as per GFR, 1963 or Qualified Safety Officer as per GFR, 1963 with 05 years
experiences. SOP will review & approve by concern JE/DE/EE/SE/Elect. Safety Officer/Dy.
Safety Officer /Safety Officer/Factory Manager before execution of work.
(13) It is compulsory to use standard make Personal Protective Equipments (P.P.Es.) as per the
job requirement. Do not work without use of required P.P.Es. Contractor is responsible to
provide standard make (ISI/DGMS/CE/EN/ANSI approved) & to checked standard/make in
PPE issue format by concern JE/DE/EE/SE/Safety Officer/Factory Manager. Personal
Protective Equipments / Safety Gadgets suitable to give sufficient protection against hazards
involved in their work / job to their staff, as per the job requirement and insist / enforce their
workers to put on the same while at works.
The ongoing work is liable to be stopped at any time if your contract workers/staffs found
working without P.P.Es. Following is the list of various P.P.Es (as per ISI/DGMS/CE/ EN/
ANSI approved only) to be used for various works / worksites.
In any work, Contractor shall be issued the minimum 05 nos. of PPEs like Safety Shoes,
Safety Helmet, Safety goggles, Mask & Reusable Ear plug to their workers/supervisor
compulsory & it will check by concern section HOD & Dy.Safety Officer /Safety Officer at the
time of gate pass procedure.
Industrial Safety Helmet For protection of head against falling objects or during fall
of person from height. Yellow Colour helmet is used for
contract worker with agency logo.
Safety Goggles/welding For protection of eyes against flying particles / dust,
goggles/chemical splash chemical splash, welding spark, arc, flashover etc.
Full Face shield For protection of face against flying particles / dust,
chemical splash, spark, arc, flashover etc.
Reusable Earplug / Ear muffs. For ear / hearing system protection while working in high
noise level area.
Chemical suit/Gas tight suit For body protection against chemicals, oils, sharp edged
/Fire proximity suit/FR Boiler objects, heat, hot objects etc.
Safety Hand Gloves For protection of hands against chemicals, oils, sharp
edged objects, heat, hot metals/objects, electricity etc.
Safety shoes/ Gum Boots with For protection of leg/feet against falling objects, sharp
Oil/Chemical/water/heat/ edged objects, heat, hot metals/objects, electricity etc..
Electrical resistance etc.
Safety Belt(full body hardness For fall prevention while working at heights or in depth,
with double lanyard & shock working in vessel or in confined space.
absorber) / Rope / Life line /
Fall arrestor etc.
Dust Mask/Respirator with Protection of respiratory system against dust.
valve(FFP2)
Chemical Cartridge Respirator Protection against toxic chemical fumes /
with full face mask type gases/vapors/dust etc.
Trolley mounted Air line Working in oxygen deficient zone or confine space area
respirators with full face mask
Portable Single gas detector Working in hazardous storage/process area
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like Chlorine, Ammonia,
Hydrogen, etc
Portable Multi gas Detector Working in oxygen deficient zone & use in entry of confine
( LEL,O2,CO,H2S,SO2, etc) space & Major fire
Automatic voltage detector To check the present voltage or induction voltage of
electrical equipments/ bus/switch gears from 01 (one)
feet distance before starting the any electrical work .
Auto darkening welding helmet The new auto darkening welding helmet combines
(EN 379 & EN 175 Level-B) legendary Speed glass quality and auto darkening
with PAPR as per EN technology with an innovative wide-view grinding visor to
12941:1998, class TH2 and give welders an all-in-one solution for more flexibility,
AS/NZS 1716 precision, and efficiency.
Respiratory System is a combined face and breathing
protection device, for increased comfort and safety in
welding. The unit is equipped with a particle filter which
removes particles from the air. The unit provides a
constant airflow independent of filter combinations and
clogging. The unit can also be equipped with a gas filter
(for example A1B1E1). The unit supplies air to the head
top via the connecting breathing tube. The airflow creates
a slight positive pressure which together with the sealing
to the face prevents particles and other contaminants from
entering the head top.
(14) All PPEs (as per ISI/DGMS/CE/EN/ANSI approved only) Should issued by
party/agency/contractor to their contractor workers as per nature of job and allotment of PPE
list shall be submitted to Safety Officer, Dhuvaran on his letter head as per below mentioned
format by Contractor before commencement of work through concerned JE,DE,EE/SE .
Sub: Issue of PEE to Contractor workers
Sub of work Order:
Work order no.
Name of Agency:
Date of Commencement:
Time limit for work order:
Sr. Name Desig Name of Name of PPE IS Make Qty Uni Date Receivin
no. of nation Section :Code of t of g
worker under work no. of PPE issu signatur
s execution PPE e e
Safety Helmet No
Safety goggles No
Reusable Ear Pai
Dust Mask No
Safety Shoes Pai
(15) Shift Security Inspector/Security Officer shall be checked Safety Shoes & Safety Helmet of
all contractor workers at entry gate of Factory Premises & shall entered contractor workers
with Safety Shoes & Safety Helmet with photo ID Gate Pass.
(16) Shift Security Inspector/Security Officer shall be checked validity of Gate pass of all
contractor workers on daily basis.
(17) During the work execution, one trained & competent supervisor of agency should always
remain present at work site. Concern JE/DE of GSECL shall be supervised the contract work
as per SOP .
(18) Approved NABL laboratory calibration certificates of
electrical/mechanical/Civil/C&I/Environment survey/Chemical etc measuring /testing
equipments/instruments which are used during contract work shall be submitted before
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starting the work & shall be checked by concern JE/DE/EE before starting work & it’s record
shall be maintained in concern section.
(19) The contractor shall take all the required safety measures prior to commencement of work
on dangerous substances, machineries or area at which cautionary notice is displayed and
obtain “Line Clear” or “Work Permit” through the concern Department / Section JE/DE and
shall be informed to concern section JE/DE for closed/ returned after completion of work.
(20) Safety talk/Safety work instructions shall be given to contractor workers by concern JE/DE
regarding hazards of specific work, risk & it’s control measure (mentioned in HIRA) before
starting the job work and records shall be maintained for each & every job works.
(21) Display Safety instructions shall be strictly followed by all workers who are working in factory
(22) Material Safety Data Sheet (MSDS) of each chemical shall be available with Chief
Chemist/Control room & work related Chemical information shall be taken by contractor &
contractor workers from Concern EE/Chief Chemist before starting of chemical handling
(23) The contractor shall be checked & securely covered or securely fenced any opened fixed
vessel, sump, tank, pit or opening in ground or in floor which, by reason of its depth,
situation, construction or contents ,is or may be a source of danger before starting the work
each & every days or after interval/recess. Contractor supervisor shall be informed to
concerned HOD regarding any unsafe conditions.
(24) Prohibition of smoking, fires, lights, spontaneous ignition substance, matches; fuses, mobile
phone etc are to be strictly followed by all workers who are working in factory premises.
(25) Prior to carrying out welding, gas cutting, furnace heating or any other hot work job, remove
all the inflammable material lying at or nearby worksite or cover it properly by suitable
protective covering. Also, special care shall be taken before carrying out such job & see that
all possible contributing factors to set fire shall be removed / vanished prior to
commencement of the work. Advance intimation shall be given to concerned section / fire
section to commence the work in fire prone areas. They should also keep ready all the First
Aid Fire Extinguishers / equipments & fire extinguishing media / material like sand / water
buckets or other appropriate equipment at such place.
(26) While carrying out work in confined space or inside vessel, obtain necessary “Confined
Space / Vessel Entry Permit” from concerned department prior to commencement of the
For lighting in such areas, only 24-volt (ISI certified & with proper guard) hand lamp shall be
used. For taking care of the persons working inside the confined space / vessel, a supervisor
/ person capable to keep continuous watch on person(s) working inside, assist them in case
of emergency or arrange to get immediate outside help, shall remain present at entry point.
Use full body safety belt without failed.
While working inside sewage, trench or in-depth, a person to warn outsiders / entrants /
passers etc shall remain available near entry point or the entry point shall be cordoned by a
barricaded tape with a cautionary notice. After completion of the works, all the lids / covers /
grills / grits opened, shall be re-fixed / re-placed in the original position as it were prior to
commencement of the work and leave the work place in safe condition in all respect, so as
to prevent accident to fellow workers.
(27) The contractor shall see that he / his persons do not work on or block (by stacking material,
spare parts, tools-tackles, equipments etc), any passages / walkways / gangways / aisles /
staircases / ladders / lifts or any other approaches / roads leading to plans or its auxiliaries,
on which there is traffic movements or possible traffic movements in case of emergency.
Such passages are meant for safe escape in the event of emergency. If it is utmost
necessary to carry out work in such area with blocking of passage, prior permission of
Competent Authority or the Engineer-In-Charge shall be obtained. To demarcate / declare
the area as “UNSAFE”, cordon it using barricading tape & display suitable caution notice or
keep a person to restrict / divert the traffic on this route through other safe passage.
(28) The contractor shall see that he / his persons do not work on or block (by stacking material,
spare parts, tools-tackles, equipments etc), any passages / walkways / gangways / aisles /
staircases / ladders / lifts or any other approaches / roads leading to plans or its auxiliaries,
on which there is traffic movements or possible traffic movements in case of emergency.
Such passages are meant for safe escape in the event of emergency. If it is utmost
necessary to carry out work in such area with blocking of passage, prior permission of
Competent Authority or the Engineer-In-Charge shall be obtained. To demarcate / declare
EW- 341 PUR-F-006 RFQ-
the area as “UNSAFE”, cordon it using barricading tape & display suitable caution notice or
keep a person to restrict / divert the traffic on this route through other safe passage.
(29) Prior to use power / electrically operated hand tools / equipments / machines / gadgets like
welding machine, hand grinder, hand drill etc, ensure for its safe operation & use it only if it
is found safe to use. Do not use defective, unsafe or improperly maintained equipments.
The electrical power supply required to run such equipments shall not be taken directly at
their own but shall be obtained through concerned Electrical Maintenance Departments or
their authorized persons or under their observations / guidance only. The Electrical Section
shall provide temporary electrical connection up to contractor’s Mains Board on which it is
compulsory to install mains switch, ELCB & fuses of adequate capacity. All such equipments
shall invariably be earthed adequately to prevent electrical shock, sparking, short circuit etc.
Power cord to be used shall be of adequate capacity, without any joint & shall consist of
earth wire also. Hence, it is necessary to use adequate capacity 3-wire power cord for single
& 5-wire power cord for three phase power connections. The plugs, receptacles, pins,
holders etc shall be of adequate capacity & safe to use.
All electrical & mechanical equipments / tools-tackles viz. welding machine, cutting machine,
Grinder, Drill, Chain Pulley Blocks, Hook chooks etc required to be used during work
execution shall be of standard make & bear ISI certification mark on it. The consumables like
welding electrodes, grinding wheels / discs etc which has specific prescribed life span shall
not be used in any case if its expiry date is over.
(30) Non-Sparking Non-Magnetic electrical hand tools and tool kits shall be used by Electrical
contractor for safe use in areas where hazardous, flammable, or combustible vapors, liquids,
dusts, or residues may be present in Gas Based power plant and list of tools and tackles
shall be submitted with technical bid. Non-Sparking Non-Magnetic electrical hand tools and
tool kits shall be checked by JE/DE before commencement of Electrical work.
(31) Before using lifting machines / tackles (like C.P.Bs., Hook chooks, winch, forklift, mobile
crane, EOT crane etc) & its attachments (like D-shackles, slings, U-clamps, Eye bolts or any
fixtures), it shall be checked and used only if found safe to use. Also, ensure that these are
tested, examined & certified in form no.10 by Competent Person as per the Factory act-1948
& Gujarat Factories Rules and its validity do not expire. Further, it shall be fixed properly and
firmly prior to lifting the weight. Valid Test certificate of all Lifting machines used by
Contractor to be submitted to Dy.Safety Officer/ Safety Officer before commencement
of work through concerned EE/SE.
(32) Metal Scaffoldings to be used for working at height shall be of adequate size & capacity.
Obtain the work permit when working at height. While climbing on such scaffolding or
working on any structure at height, use of full body safety belt /full body hardness with
double lanyard & Fall arrestor & Helmet is compulsory. It is also necessary to fasten
chinstraps of the helmet.
(33) Contractor or their employee shall not interfere in day-to-day routine plant activities / works
except the work assigned to them, shall not loiter in the areas other than their work
jurisdiction, as well as shall not temper / operate / touch the
machineries/equipments/auxiliaries with which they are not concerned. Also, the contractor
shall strictly instruct their staff for not to sit or take rest at/near/below running plants,
auxiliaries, systems or any place which is risky, hazardous & prone to accident.
(34) The cylinders containing poisonous / toxic or inflammable / explosive gas like Oxygen,
Acetylene, LPG, Hydrogen, Ammonia, Chlorine, CO2 etc shall be handled safely taking due
care. To handle / shift such cylinders a special trolley /cage meant for it must be used but in
no case it should be rolled.
(35) In Gas Based Power station/Hydrogen storage area /Hydro carbon fumes-vapour generated
area, Spark arrestor (as per approved manufacturer of CCOE, Nagpur) shall be provided on
each vehicle by party/agency and it will check by shift security in charge before entry of
vehicles in the factory premises.
(36) No women or young person shall be employed or permitted to work in Lead-compound area
like battery room etc. as per schedule VI of GFR
(37) No women or young person shall be allowed to clean, lubricate or adjust any part of a prime
mover or of any transmission machinery while the prime mover or transmission machinery is
in motion. Examination or operation of motion machinery shall be made or carried out only
by a specially trained adult male worker wearing tight fitting clothing as per section 22 of
factories act
(38) In all risky job, before start the work, contractor should obtain General Safety Work Permit
through concerned section from Shift –in-charge well in advance.
EW- 341 PUR-F-006 RFQ-
(39) In case of noticing smoke or fire during their work execution, they shall make immediate
efforts to extinguish / control it and simultaneously inform the Fire Station Mobile No as well
as Station Fire Officer or Emergency Control room no which is displayed at prominent place
of factory like Main Security Gate, All unit control room, Canteen area, Safe Assembly
points, Fire Station, All security gates, Occupational Health Centre.
(40) In case of any injury / accident while working, it shall immediately be reported to Safety
Department through concerned Sectional Head / Engineer. The prescribed Form No. 21 &
ANNEXURE may be obtained from concerned section or Dy.Safety Officer/Safety Officer.
In case of any electrical accident, it shall immediately be reported to Electrical Safety Officer
through concern Sectional Head / Engineer. The prescribed Electrical accident form no. A
as per electricity act-2003 & Form No. 21 & ANNEXURE as per Gujarat Factories rules
shall be filled up by concern department JE/DE with written consent of contractor. The Form
may be obtained from concerned Electrical section or Electrical Safety Officer. Electrical
accident investigation shall be carried out by Electrical Safety Officer with Factory Manager.
After any reportable accident, Contract agency shall be submitted the fitness certificate of
injured person with endorsement of GSECL factory Medical Officer to LWO/Dy.Safety
Officer/Safety Officer/Electrical Safety Officer then after injured person may allow for work.
(41) For any incident occurred but have no injury to any persons should also reported as per
GSECL format and informed to Dy.Safety Officer/Safety Officer as Near Miss Incident.
(42) Safety penalty shall be imposed against violation by contract workers: if any contract worker
worked in a factory contravenes any provision of factories act or any rules or orders made
there under. Imposing any duty or liability on workers, contractors/agency shall be
punishable with fine which mentioned as under.
Sr. Description of penalty Amount
(i) Work without PPEs Rs.300/- per person
(ii) Work without work Safety permit like working at height, Rs.1000/- per day
confine space entry, hot work etc.
(iii) License of driver as per type of vehicles not registered. Rs.750/- per person
(iv) Welding work without flashback arrestor/double gauge Rs.1000/- per set
regulator set
(v) Operate Portable power tool without ELCB Rs.1000/-per
(vi) Work without qualified Supervisor as per nature of job like Rs.1000/-per day
mechanical, electrical, civil, C&I, chemical etc.
(vii) Work without SOP & JSA Rs.2000/-per day
(viii) Work without test report of lifting machines / tackles (like Rs.2000/- per
C.P.Bs., Hook chooks, winch, forklift, mobile crane, EOT equipment
crane etc) & its attachments (like D-shackles, slings, U-
clamps, Eye bolts or any fixtures) in Form No.10 of Gujarat
Factories Rules,1963
(ix) Work without Double lynyer Safety belt during working at Rs.3000/-per person
Height work, work without anchoring in hook/line line
(x) Work without 24 Volt supply in Confine space area Rs.3000/-per person
(xi) (a) Grinding machine used without safety guard/ machine Rs. 500/- per
guard equipment/ per set
(b) Unsafe welding machine like open body. Knob without
insulation. Connection without plug
(c) Damaged welding cables/gas pipelines
(d) Welding work doing without welding blanket.
(e) Electrical supply without 3 pin plug/industrial plug.
(f) Use of damaged electrical wire for lighting/equipments.
(g) Use of lighting lamp without cage.
(h) Use of open halogen tube.
(i) Use of damaged PPEs/use of non standard PPEs
(j) Unsafe lifting and handling of gas cylinders
(k) Cylinder handling without safety cap
(l) Temporary connection without ELCB. etc
During plants visit/supervision of concern JE/DE/EE,SE. Safety officer/Dy. safety officer.
EW- 341 PUR-F-006 RFQ-
Electrical safety officer , factory manager, if they will observed any safety violations as per
CO circular/statutory requirements then they must imposed safety penalty through office
note directly against contract workers/contract agency and Office Note process through
proper channel to concern sectional head and Account head for recovery purpose.
Photograph/CCTV Footage is to be put a with penalty note by imposing officer.
(43) Party will damage any fire equipments or property or machinery in factory during execution
of work, total damage cost will be recovered from party RA bill and recovery Office note put
up by concern HOD.
(44) All the relevant labour and industrial laws shall also be followed compulsorily.
(45) After completion of work, cotton waste, grease, oil, unused material, welding rod pieces,
scrap etc. are to be removed by contractor and scrap shall be deposited to scrap yard of
Main Store.
(46) For performance evaluation of contractor, safety factors of work accident, fire incident & near
miss accident will be considered. Steps can be taken to review the job assignment up to
cancellation for negligence.
(47) Over & above these, contractor shall have to follow all the safety requirements /rules &
regulations / norms and legal provisions laid down in various statutes. Particularly the
provisions of The Factories Act-1948 & the Gujarat State Factories Rules-1963 (Amended
up to date), The Electricity Act-2003 & rules, BOCW Act/Rules shall be followed strictly. The
contractor shall also obey the rules / regulations / instructions of the local Competent
Authority for safety & health requirements.
(48) The above rules shall be scrupulously followed and where required, Contractor /contractor
workers may contact to the Dy.Safety Officer/Safety Officer/Electrical Safety Officer in case
of any ambiguity or needs further guidance in this regard.
(49) As per C.O circular No. GSECL/Medical/PME/O1 DTD.16.07.2019 i.e for procedure for
health cheak-up accordingly bill shall be reimbursed once during total contract period (for as
& when and AOH/COH contract) maximum up to Rs.1000 or actual cost per worker/ labour
/person, whichever is minimum after verification & recommendation by concern doctor. In
case any worker left the work in between than for replacement Worker Company will not
provide any reimbursement, however it is compulsory to submit new report of replacement
worker for fitness certificate at contractor’s own expense.
Chief Engineer (Gen.)
GSECL,GandhinagarTPS
SIGNATURE OF CONTRACTOR
(With Rubber Stamp & Date)
EW- 341 PUR-F-006 RFQ-
PERFORMA FOR BANK GUARANTEE
INTEGRITY PACT
CERTIFICATE – A
ANNEXURE - I
EW- 341 PUR-F-006 RFQ-
ON STAMP PAPER OF Rs.300/-
FORM OF BANKER’S UNERTAKING
(For Security Deposit for work period as per Terms and Conditions of Tender)
We, Bank of ______________________________________________ hereby agree
unequivocally and unconditionally to pay immediately on demand in writing from the Gujarat
State Electricity Corporation Limited, or any Officer authorized by it in this behalf any amount up
to and not exceeding Rs.__________ (in words) Rupees
to the said Gujarat State Electricity Corporation Limited on behalf of
M/s.___________________________________________________ who have entered into a
contract for the supply / works specified below :
L.O.I. No. _____________________________________________________ dated
This agreement shall be valid and binding on this Bank up to and inclusive of________________
and shall not be terminable by notice or by change in the constitution of the Bank or the firm of
Contractors / Suppliers or by any other reason whatsoever and our liability hereunder shall not be
impaired or discharged by any extension of time or variations or alterations made, given
conceded or agreed, with or without our knowledge or consent, by or between parties to the said
within written contract.
Notwithstanding anything contrary contained in any law for the time being in force or banking
practice this Guarantee shall not be assignable, transferable by the beneficiary (i.e. GSECL or
Subsidiaries). Notice or invocation by any person such as assignee, transferee or agent of
beneficiary shall not be entertained by the Bank. Any invocation of the Guarantee can be made
only by the beneficiary directly
“NOT WITHSTANDING” anything contained herein before, our liability under this guarantee is
restricted to Rs._______________ (Rupees
_______________________________________________________ only). Our guarantee shall
remain in force until _______________ (date of validity of the Guarantee). [Unless demands or
claims under this Bank Guarantee are made to us in writing on or before _____________ (date of
validity of the Guarantee), all rights of Beneficiary under this Bank Guarantee shall be forfeited
and we shall be released and discharged from all liabilities there under]:
Please Mention here Complete Postal Signature of
Address of the Bank with Branch Code, Bank’s Authorized Signatory
Telephone and Fax Nos. with Official Round Seal
EW- 341 PUR-F-006 RFQ-
NAME OF DESIGNATED BANKS: (Annexure – I.)
A Guarantees issued by following banks will be accepted as SD/EMD on
permanent basis.
1. All Nationalized Banks.
B Guarantees issued by following Banks will be accepted as SD/EMD for period up
to March 31, 2027. The validity cut-off date in the GR is with respect to date of
issue of Bank Guarantee irrespective of date of termination of Bank Guarantee.
1. Axis Bank
2. Bandhan Bank
3. CSB Bank
4. DCB Bank
5. Equitas Small Finance Bank
6. HDFC Bank
7. ICICI Bank
8. IDFC First Bank
9. Jammu and Kashmir Bank
10. Karnataka Bank
11. Kotak Mahindra Bank
12. South Indian Bank
13. Tamilnad Mercantile Bank
14. Yes Bank
15. Nutan Nagarik Sahakari Bank Ltd
16. Saraswat Co-Operative Bank Ltd
17. SVC Co-Operative Bank Ltd.
18. The Gujarat State Co-Operative Bank
19. The Surat People’s Co-Op. Bank Ltd.
20. The Panchmahal District Co-operative Bank
21. The Rajkot Commercial Co-operative Bank
22. Gujarat Gramin Bank
23. AU Small Finance Bank
24. City Union Bank
25. DBS Bank India Limited
26. Dhanlaxmi Bank
EW- 341 PUR-F-006 RFQ-
27. FEDERAL Bank
28. HSBC Bank
29. IDBI Bank
30. IndusInd Bank
31. Jana Small Finance Bank
32. Karur Vysya Bank
33. RBL Bank
34. Standard Chartered Bank
35. Ujjivan Small Finance Bank
36. Ahmedabad Mercantile Co-Op. Bank
37. Rajkot Nagarik Sahakari Bank Ltd.
38. SBPP Co-Operative Bank Ltd
39. The Cosmos Co-op. Bank Ltd. Baroda
40. The Surat District Co-Op. Bank
41. The Baroda Central Co-operative Bank
42. The Kalupur Commercial Co-Op. Bank
43. The Banaskantha Mercantile Co-operative Bank Ltd.
EW- 341 PUR-F-006 RFQ-
EMD BANK GUARANTEE FORMAT
FOR TENDER /ENQ. NO. ___________________________________
(BANK GUARANTEE ON NON-JUDICIAL STAMP PAPER OF Rs.300)
WHERE AS M/s.
(Name and Address of the Firm) having their registered Office at
_________________________________________________(Address of the Firm’s registered
Office) (hereinafter called the Tenderer) wish to participate in the Tender
No.__________________________ for______________________________________ of
(supply / Erection / Supply & Erection / Work) of __________________________________
(Name of the material / equipment / work) for _________________________ Gujarat State
Electricity Corporation Limited and WHEREAS a Bank Guarantee for (hereinafter called the
“Beneficiary”) Rs. _____________ (Amount of EMD) valid till ____________ (mention here date
of validity of this Guarantee which will be 4 (FOUR) months beyond initial validity of Tender’s
offer) which is required to be submitted by the Tenderer along with the Tender.
(Name of the Bank and address of the Branch giving the Bank Guarantee) having our registered
Office at _____________________ (Address of Bank’s registered Office) hereby give this Bank
Guarantee No. _________________dated ____________ and hereby agree unequivocally and
unconditionally to pay immediately on demand in writing from the Gujarat State Electricity
Corporation Limited or any Officer authorized by it in this behalf any amount not exceeding
Rs.____________ (amount of EMD) (Rupees
______________________________________________________) (in words) to the said
Gujarat State Electricity Corporation Limited on behalf of the Tenderer.
We, ____________________________________________ (Name of the Bank) also agree that
withdrawal of the tender or part thereof by the Tenderer within its validity or non-submission of
Security Deposit by the Tenderer within one month from the date of tender or a part thereof has
been accepted by the Gujarat State Electricity Corporation Limited would constitute a default on
the part of the Tenderer and that this Bank Guarantee is liable to be invoked and encased within
its validity by the Beneficiary in case of any occurrence of a default on the part of the Tenderer
and that the encased amount is liable to be forfeited by the Beneficiary.
This agreement shall be valid and binding on this Bank up to and inclusive
of____________________ (mention here the date of validity of Bank Guarantee) and shall not
be terminated by notice or by Guarantor change in the constitution of the Bank or the Firm of
Tenderer or by any reason whatsoever and our liability hereunder shall not be impaired or
discharged by any extension of time or variations or alterations made, given, conceded with or
without our knowledge or consent by or between the Tenderer and the Gujarat State Electricity
EW- 341 PUR-F-006 RFQ-
Corporation Limited.
Notwithstanding anything contrary contained in any law for the time being in force or banking
practice this Guarantee shall not be assignable, transferable by the beneficiary (i.e. GSECL or
Subsidiaries). Notice or invocation by any person such as assignee, transferee or agent of
beneficiary shall not be entertained by the Bank. Any invocation of the Guarantee can be made
only by the beneficiary directly.
NOTWITHSTANDING anything contained hereinbefore our liability under this Guarantee is
restricted to Rs. ________ (amount of EMD) (Rupees
________________________________________ (in words). Our Guarantee shall remain in
force till _____________ (date of validity of the Guarantee). Unless demands or claims under this
Bank Guarantee are made to us in writing on or before ___________ (date of validity of the
Guarantee), all rights of Beneficiary under this Bank Guarantee shall be forfeited and we shall be
released and discharged from all liabilities there under.
Please mention here complete Postal Signature of the
Address of the Bank with Branch Code, Bank’s authorized
Telephone and Fax Nos. Signatory with Official Seal.
EW- 341 PUR-F-006 RFQ-
GUJARAT STATE ELECTRICITY CORPORATION LIMITED- GTPS
INTEGRITY PACT
OUR ENDEAVOUR
To create an environment where Business Confidence is built through Best Business Practices
and is fostered in an atmosphere of trust and respect between providers of goods and services
and their users for the ultimate benefit of society and the nation.
GSECL’S COMMITMENT PARTY’S COMMITMENT
To maintain the highest ethical Not to bring pressure recommendations
standards in business and professions. from outside GSECL to influence its
decision..
Ensure maximum transparency to the Not to use intimidation, threat, inducement
satisfaction of stakeholders. or pressure of any kind on GSECL OR ANY
OF it’s employees under any
circumstances.
To ensure to fulfill the terms of To be prompt and reasonable in fulfilling the
agreement/contract and to consider contract, agreement, legal obligations.
objectively the view point.
To ensure regular and timely release of To provide goods and / or services timely
payments on due dates for work done. as per agreed quality and specifications at
minimum cost to GSECL.
To ensure that no improper demand is To abide by the general discipline to be
made by employees or by anyone on maintained in our dealings.
our behalf.
To give maximum possible assistance To be true and honest in furnishing
to all the Vendors/Suppliers/Service information.
Provider and other to enable them to
complete the contract in time
To provide all information to Not to divulge any information, business
suppliers/contractors relating to contract details available during the course of
/ job which facilitate him to complete the business relationship to others without the
contract / job successfully in time. written consent to GSECL.
To ensure minimum hurdles to vendors Not to enter into carter / syndicate
/ suppliers / contractors in completion of /understanding whether formal / non formal
agreement / contract / work order. so as to influence the price.
Seal & Signature Seal & Signature
(GSECL’s Authorized Signatory) (Party’s Authorized Person)
Name : Name:
Designation:
Name : Name:
Designation:
EW- 341 PUR-F-006 RFQ-
On Firm’s Letter Head
CERTIFICATE - A
I / We ________________________________________________ authorized signatory of
M/s._________________________________________________here by Certify that
M/s. _____________________________________________ is not related with other firms who
have submitted tenders for the same items under this inquiry / Tender.
Signature of the Tenderer
With Designation
Seal of the Firm
EW- 341 PUR-F-006 RFQ-
SPECIAL CONDITIONS FOR USE OF CEMENT
APPROVED NAME OF MANUFACTURERS OF
STEEL / CEMENT
GENERAL GUIDELINES RELEVANT TO I.S.
EW- 341 PUR-F-006 RFQ-
SPECIAL CONDITIONS FOR USE OF CEMENT IN WORK
1 The rates in Schedule – ‘B’ is inclusive of cement cost. Contractor has to purchase fresh
grade cement confirming to as per IS 8112 Or PPC IS 1489 (Part-I) or as per tender
condition.
2 Contractor has to construct pucca Go down at site of work so that cement bags can be
properly preserved to avoid damage due to any kind of water/Humidity.
3 Contractor has to bring sufficient quantities of cement bags to maintain progress of work.
The work should not suffer for want of cement.
4 Cement should be used to achieve required strength in cement concrete or as per item
proportion.
5 To bring sufficient & timely cement at site is full responsibility of contractor. Nothing extra will
be paid on account of any reason to maintain progress of work and to complete the work in
schedule time.
6 Contractor has to submit material A/c. For consumption of cement used with every bills. In
case of not submitting the same, bill will not be passed. Party has to submit the copy of
cement purchased bill and Challan/invoice along with each RA Bill/Final Bill.
7 No negative variation will be allowed for consumption in cement less then prescribed as per
R & B SoR OR Corporation/mix design and nothing will be paid extra for over consumption.
8 Contractor is fully responsible for safety of cement at site; nothing will be paid extra on
account of safety.
9 If Corporation’s authorized representative wants to check cement stock at site, contractor has
to allow for the same at any time.
10 Contractor has to maintain day to day cement consumption / balance account at site.
11 As far as possible, contractor has to maintain supply of cement of only one brand & grade
throughout the work and on account of closer/shortage of approved brand, cement of other
brand in accordance of condition No. (1) Will be allowed by Engineer – in – Charge.
12 Minimum cement consumption considered for cement concrete having grade of M–15 / M –
20 / M – 25 / is 290 Kgs. / 360 Kgs / 380 Kgs. Respectively as per R&B SOR. Contractor has
to use minimum cement as above. Contractor should not use less than the prescribed
quantities of cement even in the case of mix design recommends lower quality. For other
items cement consumption shall be as per provisions of SoR without any negative variation.
Nothing will be paid extra for over consumption.
13 Contractor will be allowed to carry out work only after physical verification of cement brought
14 Full cement bags brought by contractor shall be entered at IN GATE of GANDHINAGAR,
EW- 341 PUR-F-006 RFQ-
The list of adopting cement and steel of companies /
suppliers / manufacturers are shown below:
EW- 341 PUR-F-006 RFQ-
(Signature of Contractor)
Address &Seal: Chief Engineer (Gen)
GSECL, GTPS
EW- 341 PUR-F-006 RFQ-
GENERAL GUIDELINES RELEVANT TO IS
Please refer latest edition of relevant Indian Standard Specification of Code i.e.
B.I.S. General relevant I.S. of B.I.S. shall prevail for all items including materials,
measurements etc.
The Item wise detailed specifications are intended for full description of items
covered by Schedule “B”. The specifications are not however intended to cover
every detail and the works shall be executed according to the spirit of the
specifications below and the best prevailing P.W.D. practice. The clarification to any
clause in detailed specifications shall be sought from the latest edition of relevant I.S.
specification and codes. Where these specifications are at variance with the
specification laid down in the I.S. Books stated above, the former will be applicable.
As regarded matters not covered by any of the above specification, the decision of
the Engineer-in-charge shall be treated as final and shall be binding upon the
contractor. The contractor is expected to get clarified any doubt about specification,
etc. before tendering by discussing with Engineer-in-charge.
For detail technical specification, the item wise description along with above general
specifications shall hold good.
For & On behalf of GSECL
CHIEF ENGINEER (Gen)
GSECL: GTPS
SIGNATURE OF CONTRACTOR
EW- 341 PUR-F-006 RFQ-
GENERAL SPECIFICATIONS
DETAIL ITEM SPECIFICATION
EW- 341 PUR-F-006 RFQ-
GENERAL SPECIFICATIONS
01. In the specifications, “as directed”/”Approved” shall be taken to mean “as
directed”/”approved” by the Engineer-in-charge.
02. Wherever a reference to any Indian Standard appears in the specifications, it shall be
taken to mean as a reference to the latest edition of the same in force on the date of
agreement.
03. In “Mode of Measurement” in the specification wherever a dispute arises in the absence
of specific mention of a particular point or aspect, the provisions on these particular points
or aspects in the relevant Indian Standards shall be referred to.
04. All measurements and computations, unless otherwise specified, shall be carried out as
per Latest IS:
05. The distance which constitutes lead shall be determined along the shortest practical route
and not necessarily the route actually taken. The decision of the Engineer-in-charge in
this regard shall be taken as final.
06. Where no lead is specified, it shall mean “all leads”.
07. Lift shall be measured from plinth level.
08. Up to “floor two levels” means actual height of floor up to 6.5 Mt. Above plinth level.
09. Definite particulars covered in the items of work, though not mentioned or elucidated in it,
specification shall be deemed to be included therein.
10. Reference to specifications of materials as made in the detailed specification of the items
of work is in the form of a designation containing the number of the specification of the
material and prefix ‘M’ e.g. ‘M-5’.
11. Approval to the samples of various materials given by the Engineer-in-charge shall not
absolve the contractor from the responsibility of replacing defective material brought on
site or materials used in the work found defective at a later date. The contractor shall
have no claim to any payment or compensation whatsoever on account of any such
materials being rejected by the Engineer-in-charge.
12. The contract rate of the item of work shall be for the work completed in all respects.
13. No collection of materials shall be made before it is got approved from the Engineer-in-
14. Collection of approved materials shall be done at site of work in a systematic manner.
Materials shall be stored in such a manner as to prevent damage, deterioration or
intrusion of foreign matter and to ensure the preservation of their quality and fitness for
15. Cement, reinforcements bars & all other materials to be used shall be got approved from
EIC before starting of work. The cement, reinforcement steel & other materials to be
brought at site shall be entered at GANDHINAGAR, TPS main entry gate.
16. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed
from the site of work.
17. No materials shall be stored prior to, during and after execution of a structure in such a
way as to cause or lead to damage or overloading of the various components of the
structure.
18. All works shall be carried out in a workmanlike manner as per the best techniques for the
particular item.
19. All tools, templates, machinery and equipment for correct execution of the work as well as
for checking lines, levels, alignment of the works during execution shall be kept in
sufficient numbers and in good working condition on the site of the work.
20. The mode, procedure and manner of execution shall be such that it does not cause
damage or over loading of the various components of the structure during execution or
after completion of the structure.
21. Special modes of construction not adopted in general Engineering practice, if proposed to
be adopted by the Contractor, shall be considered only if the contractor provides
satisfactory evidence that such special mode of construction is safe, sound and helps in
speedy construction and completion of work to the required strength and quality.
Acceptance of the same by the Engineer-in-charge shall not, however, absolve the
contractor of the responsibility of any adverse effects and consequences of adopting the
same in the course of execution of completion of the work.
22. All installations pertaining to water supply and fixtures thereof as well as drainage lines
and sanitary fittings shall be deemed to be completed only after giving satisfactory tests
by the Contractor.
EW- 341 PUR-F-006 RFQ-
23. The contractor shall be responsible for observing the rules and regulations imposed under
‘Minor Minerals Act’ and such other laws and rules prescribed by Government from time
24. All necessary safety measures and precaution [including those laid down in the various
relevant Indian Standards shall be taken to ensure the safety of men, materials and
machinery on the works as also of the work itself.
25. The testing charge of all materials shall be borne by the Contractor unless recovery at
one percent towards using charges is separately made.
26. Approval to any of the executed items for the work does not in any way relieves the
contractor of his responsibility for the correctness, soundness and strength of the
structure as the drawings and specification.
For & On behalf of GSECL
CHIEF ENGINEER (Gen)
GSECL: GTPS
SIGNATURE OF CONTRACTOR
EW- 341 PUR-F-006 RFQ-
SPECIFICATIONS OF MATERIALS
M-1. Water:
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 I.S 456-1978.
1.2 If required by Engineer-in-charge it shall be tested by comparison with distilled water.
Comparison shall be made by means of standard cement tests for soundness, time of
setting and mortar strength as specified in I.S.269-1976. Any indication of unsoundness,
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 masonry should not be too acidic or too alkaline.
It shall be free of elements which significantly affect the hydration reaction or otherwise
interfere with the hardening of concrete during curing or those which produce
objectionable stains or other unsightly deposits on concrete or mortar surfaces.
1.4 Hard and bitter water shall not be used for curing.
1.5 Potable water will be generally found suitable for curing mortar or concrete.
M-3. Cement: Cement shall be fresh 43 grade ordinary Portland cement confirming to IS
8112 or PPC IS 1489 (Part-I) and as per special conditions for use of cement in section-
6.1 Sand shall be natural sand, clean, well graded, hard strong durable and gritty particle
free from injurious amounts of dust clay, kankar nodules, soft or flaky particles shale,
alkali, salts organic matter, loam, mica or other deleterious substance and shall be got
approved from the Engineer-in-charge. The sand shall not contain more that 8 percent of
silt as determined by field test. If necessary the sand shall be washed to make it clean.
6.2 Coarse Sand: The fineness modulus of coarse sand shall not be less than 2.5 and
shall not exceed 3.0.
The sieve analysis or coarse shall be as under:
I.S. Sieve Percentage by weight I.S. Sieve Percentage by weight
Designation Passing sieve Designation Passing sieve
4.75 mm. 100 600 Micron 30-100
2.36 mm. 90 to 100 300 Micron 5-70
1.18 mm. 70-100 150 Micron 0-50
6.3 Fine Sand : The fineness modulus shall not exceed 1.0. The sieve analysis of fine
sand shall be as under :
I.S. Sieve Percentage by weight I.S. Sieve Percentage by weight
Designation Passing through Designation Passing through
4.75 mm. 100 600 Micron 40-85
2.36 mm. 100 300 Micron 5-50
1.18 mm. 70-100 150 Micron 0-10
Stone Grit
Grit shall consist of crushed or broken stone and be hard strong, dense,
durable, clean, of proper gradation and free from skin or coating likely to
prevent adhesion of mortar Grit shall generally be cubical in shape and as
far as possible flaky elongated pieces shall be avoided. It shall generality
comply with the provisions of I.S. 383-1970. Unless special stone of
particular quarries is mentioned, grit shall be obtained from the best black
trap or equivalent hard stone as approved by the Engineer-in-charge.
The grit shall have no deleterious reaction with cement.
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The grit shall conform to the following gradation as per sieve analysis :
I.S SievePercentage byPassing I.S. Sieve
Percentage by Weight
Designation weight Designation Passing through
The crushing strength of grit will be such as to allow the concrete in which it
is used to built up the specified strength of concrete.
The necessary tests for grit-shall carried out as per the requirements of I.S. 2386 (Parts I
to VII) 1963, as per instructions of the Engineer-in-charge. The necessity of test will be
decided by the Engineer-in-charge.
M-11. Cement Mortar:
11.1 Water shall conform to specification M-1. Cement: Cement shall conform to
specification M-3.
Sand: Sand shall conform to M-6.
11.2 Proportion of Mix: Cement and sand shall be mixed to specified proportion,
sand being measured by measuring boxes. The proportion of cement will be by volume
on the basis of 50 Kg./Bag of cement being equal to 0.0342 Cu. m. The mortar may be
hand mixed or machine mixed as directed.
11.3 Preparation of Mortar: 11.3.1 In hand mixed mortar cement and sand in the
specified proportions shall be thoroughly mixed dry on a clean impervious platform by
turning over at least 3 times or more till a homogenous mixture of uniform color is
obtained. Mixing platform shall be so arranged that no deleterious extraneous material
shall get mixed with mortar or mortar shall flow out. While mixing, the water shall be
gradually added and thoroughly mixed to form a stiff plastic mass of uniform color so that
each particle of sand shall be completely covered with a film of wet cement. The water
cement ratio shall be adopted as directed.
i. The mortar so prepared shall be used within 30 minutes of adding water. Only
such quantity of mortar shall be prepared as can be used within 30 minutes.
M-12 Stone Coarse Aggregate for Nominal Mix Concrete:
12.1 Coarse aggregate shall be machine crushed stone of black trap or equivalent and
be hard, strong, dense, durable, clean and free from skin and coating likely to prevent
proper adhesion of mortar.
12.2 The aggregate shall generally be cubical in shape. Unless special stones of
particular quarries are mentioned aggregates shall be machine crushed from the best
black trap or equivalent hard stone as approved. Aggregate shall have no deleterious
reaction with cement. The size of the coarse aggregate for plain cement concrete and
ordinary reinforced cement concrete shall generally be as per the table given below,
However in case of reinforced cement concrete the maximum limit may be restricted to
mm. less than the minimum lateral clear distance between bars or 6 mm. less than the
cover, whichever is smaller.
I.S. Sieve Percentage passing for I.S. Sieve Percentage passing for
Designation single sized aggregates Designation single sized aggregates
of nominal size of Nominal size
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Note: This percentage may be varied somewhat by Engineer-in-charge when considered
necessary for obtaining better density and strength of concrete.
12.3 The grading test shall be taken in the beginning and at the change of source of
materials. The necessary test indicated in I. S. 383-1970 and I.S. 456-1978 shall have to
be carried out to be carried out to ensure the acceptability. The aggregates shall be
stored separately and handled in such a manner as to prevent the intermixing of different
aggregates. If the aggregates are covered with dust, they shall be washed with water to
make them clean.
M-13 Black Trap or Equivalent Hard Stone Coarse:
13.1 Aggregate for Design mix Concrete: Coarse aggregate shall be of machine crushed
stone of black trap or equivalent hard stone and be hard strong dense, durable clean and
free from skin and coating likely to prevent proper adhesion of mortar.
13.2 The aggregates shall generally be cubical in shape. Unless special stones of
particular quarries are mentioned, aggregates shall be machine crushed from the best,
black trap or equivalent hard stones as approved. Aggregate shall have no deleterious
reaction with cement.
13.3 The necessary tests indicated in I.S. 383-1970 and I.S. 456-1978 shall have to be
carried out to ensure the acceptability of the material. If aggregate is covered with dust it
shall be washed with water to make it clean
M-15. Brick
15.1. The bricks shall be hand or machine molded and made from suitable soils and kiln-
burnt. They shall be free Iron crack and nodules of free lime. They shall have smooth
rectangular faces with sharp corners and shall be of uniform colour. The bricks shall be
molded with a frog of 100mm. X 40 mm. and 10mm. to 20 mm. deep on one of its flat
sides. The bricks shall not break when thrown oft the ground from a height of 600 mm.
15.2. The size of modular bricks shall be 190 mm. x 90 mm. x 90 mm.
15.3. The size of the conventional bricks shall be as under : (9” x 4 3/8 “ X2 3/4 “) 225 x
15.4. Only bricks of one standard size shall be used on one work. The following n-
.rrances shall be Permitted in the conventional size adopted in a particular work. Length
+ 1/8 “(3.0 mm.) Width :
±1/16” (1.50 mm,.) Height: ± 1/6” (1.50 mm.)
15.5. The crushing strength of the bricks shall not be less than 50 Kg./Sq.Cm. The
average water Absorption shall not be more than 20 percent by weight. Necessary tests
for crushing strength and water absorption etc. shall be carried. Out as per I.S.
(Part-I to IV)
M-18. Mild Steel Bars
18.1 Mild steel bars reinforcement for R.C.C. work shall conform to I.S, 432 (Part-II)
and §hail be of tested quality. It shall also comply with relevant part of I.S. 456-
18.2 All the reinforcement shall be clean and free from dirt, paint, grease, mill scale or
loose or thick rust
at the time of placing.
18.3 For the purpose of payment, the bar shall be measured correct upto 100 mm. length
and weight payable worked out at the rate specified below :
1. .6 mm. 0,22 Kg./Rmt. 8 20 mm. 2.47 Kg./Rmt.
2. 8 mm. 0.39 Kg./Rmt. 9. 22. mm. 2.98 Kg./Rmt.
3. 10mm. 0.62 Kg./Rmt. 10. 25 mm. 3.85 Kg./Rmt.
4. 12 mm. 0.89 Kg./Rmt. 11. 28 mm. 4,83 Kg./Rmt.
5. 14 mm. 1.21 Kg./Rmt. 12. 32 mm. 6.3.1 Kg./Rmt.
6. 16mm. 1 .58 Kg./Rmt, 13. 36 mm. 7.99 Kg./Rmt.
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7. 18 mm. 2.00 Kg./Rmt. 14. 40 mm. 9.86 Kg/Rmt.
M-19. High Yield Strength Steel Deformed Bars
19.1. High yield strength steel deformed bars be either cold twisted or hot/rolled, shall
conform to I.S. 1739-
1966 and I.S.1139-1966 respectively.
19.2. Other provision and requirements shall conform to specification No. M-18. for Mild
steel bars.
M-22 Structural Steel:
22.1 All structural steel shall conform to I. S. 226-1965. The steel shall be free from the
defects mentioned in I. S. 226-1975 and shall have a smooth finish. The materials shall
be free from loose mill scale, rust pits or other defects affecting the strength and
durability. Rivet bars shall conform to I. S. 1148-1973.
22.2 When the steel is supplied by the Contractor test certificates of the manufactures
shall be obtained according to I. S. 226-1975 and other relevant Indian Standards.
DETAILED TECHNICAL SPECIFICATIONS
Item No.1 Demolition of brick work and stone masonry including stacking of serviceable materials
and disposal of unserviceable materials with all lead and lift (ii) In cement mortar.
1.1. The demolition shall consist of demolition of one or more parts of the building as specified or shown
in the drawings. Demolition implies taking up or down or breaking up. This shall consist of demolishing
whole or part of work including all relevant item as specified or shown in the drawings.
1.2. The demolition shall always be planned before hand and shall be done in reverse order of the one in
which the structure was constructed. This scheme shall be got approved from the Engineer-in-charge
before starting the work. This however will not absolve the contractor from the responsibility of proper and
safe demolition.
1.3. Necessary dropping, shoring and under pinning shall be provided for the safety of the adjoining work
or property, which is to be left intact, before dismentaling and demolishing is taken up and the work shall
be carried out in such a way that no damages is caused to the adjoining property.
1.4. Wherever required, temporary enclosures or partitions shall also be provided. Necessary precautions
shall be taken to keep the dust nuisance down as and where necessary.
1.5. Dismantling shall be commenced in a systematic manner. All materials which are likely to be
damaged by dropping from a height or demolishing, masonry etc. Shall be carefully dismantled first. The
dismantled articles shall be properly stacked as directed.
1.6. All materials obtained from demolition shall be the property of Government unless otherwise specified
and shall be kept in safe custody until handed over to the Engineer-in-charge.
1.7. Any serviceable material, obtained during dismantling or demolition shall be separated out and
stacked properly as directed, with all lead and loft. All unserviceable materials, rubbish etc. Shall be
stacked as directed by the Engineer-in-charge.
1.8. On completion of work, the site shall be cleared of all debris rubbish and cleaned as directed.
2.0. Mode of measurements & payment :
2.1. Measurements of all work except hidden work shall be taken before demolition or no allowance for
increase in bulk shall be allowed. The demolition of cement concrete shall be measured under this item.
Specification for deduction for voids, openings etc. Shall be on same basis as that employed for
construction of work.
2.2. All work shall be measured in decimal system as fixed in its place subject to the following limits,
unless otherwise stated hereinafter : (a) Dimensions shall be measured to the nearest 0.01 mt. (b) Area
shall be worked out to the nearest 0.01 sq. Mt ( c ) Cubical connection shall be worked out to the nearest
2.3. The rate shall include cost of all labour involved and tools used in demolishing and dismantling in
including scaffolding. The rate shall also include the charges for separating out and stacking the
serviceable materials properly and disposing the unserviceable materials with all lead and lift. The rate
also includes for temporary storing for the safety of the portion not required to be pulled down or of
adjoining properly and providing temporary enclosures or partitions where considered necessary.
2.4. The rate shall be for a unit of one cubic metre.
Item No.2 Demolition including stacking of serviceable materilas and disposal of unserviceable
EW- 341 PUR-F-006 RFQ-
materials with all lead and lift. (i) R.C.C. work.
1.0. Workmanship :
1.1. The demolition shall consist of demolition of one or more parts of the building as specified or shown in
the drawings. Demolition implies taking up or down or breaking up. This shall consist of demolishing whole
or part of work including all relevant item as specified or shown in the drawings.
1.2. The demolition shall always be planned before hand and shall be done in reverse order of the one in
which the structure was constructed. This scheme shall be got approved from the Engineer-in-charge
before starting the work. This however will not absolve the contractor from the responsibility of proper and
safe demolition.
1.3. Necessary dropping, shoring and under pinning shall be provided for the safety of the adjoining work
or property, which is to be left intact, before dismantling and demolishing is taken up and the work shall be
carried out in such a way that no damages is caused to the adjoining property.
1.4. Wherever required, temporary enclosures or partitions shall also be provided. Necessary precautions
shall be taken to keep the dust nuisance down as and where necessary.
1.5. Dismantling shall be commenced in a systematic manner. All materials which are likely to be
damaged by dropping from a height or demolishing masonry etc. Shall be carefully dismantled first. The
dismantled articles shall be properly stacked as directed.
1.6. All materials obtained from demolition shall be the property of Government unless otherwise specified
and shall be kept in safe custody until handed over to the Engineer-in-charge.
1.7. Any serviceable material, obtained during dismantling or demolition shall be separated out and
stacked properly as directed, with all lead and loft. All unserviceable materials, rubbish etc. Shall be
stacked as directed by the Engineer-in-charge.
1.8. On completion of work, the site shall be cleared of all debris rubbish and cleaned as directed.
Mode of measurements & payment:
Measurements of all work except hidden work shall be taken before demolition or no allowance for
increase in bulk shall be allowed. The demolition of lime concrete shall be measured under this item.
Specification for deduction for voids, openings etc. Shall be on same basis as that employed for
construction of work.
The unserviceable materials shall be disposed of at all leads and lifts. The rate excludes scraping
straightening of reinforcement but includes cutting of reinforcement.
The rate shall be for a unit of one cubic meter actual work done.
Item No.3 Dismentaling of sheet roofing including ridges, Hips, Valleys, Gutters etc. stacking of
serviceable materilas and disposal of unserviceable materials with all lead and lift.(i) G.I.sheet
1.0. Workmanship: The relevant specification of demolition as mentioned bellow shall be followed
except that the dismantling work of G.I. sheet roofing is to be done.
1.1. The demolition shall consist of demolition of one or more parts of the building as specified or shown
in the drawings. Demolition implies taking up or down or breaking up. This shall consist of demolishing
whole or part of work including all relevant item as specified or shown in the drawings.
1.2. The demolition shall always be planned before hand and shall be done in reverse order of the one
in which the structure was constructed. This scheme shall be got approved from the Engineer-in-charge
before starting the work. This however will not absolve the contractor from the responsibility of proper
and safe demolition.
1.3. Necessary dropping, shoring and under pinning shall be provided for the safety of the adjoining
work or property, which is to be left intact, before dismantling and demolishing is taken up and the work
shall be carried out in such a way that no damages is caused to the adjoining property.
1.4. Wherever required, temporary enclosures or partitions shall also be provided. Necessary
precautions shall be taken to keep the dust nuisance down as and where necessary.
1.5. Dismantling shall be commenced in a systematic manner. All materials which are likely to be
damaged by dropping from a height or demolishing, masonry etc. Shall be carefully dismantled first. The
dismantled articles shall be properly stacked as directed.
1.6. All materials obtained from demolition shall be the property of Government unless otherwise
specified and shall be kept in safe custody until handed over to the Engineer-in-charge.
1.7. Any serviceable material, obtained during dismantling or demolition shall be separated out and
stacked properly as directed, with all lead and loft. All unserviceable materials, rubbish etc. Shall be
stacked as directed by the Engineer-in-charge.
1.8. On completion of work, the site shall be cleared of all debris rubbish and cleaned as directed.
Mode of measurement and payment:
2.1. The area of G.I. sheet roofing shall be measured in sq.metre. Ridge, hips and valley shall be girthed
and included with roof area. Corrugated and semi-corrugated surfaces shall be measured flat and not
EW- 341 PUR-F-006 RFQ-
2.2. Supporting member such as rafters, purlins, beams, joints, trusses etc. Shall be measured
separately.
2.3. The rate shall be include disposal of unserviceable materials with all leads and lifts and stacking the
serviceable materials as directed.
2.4. The rate shall be for a unit of one sq. Metre.
Item No.4 Dismentling steel work including distempering and stacking the materials with all lead
1.0. Materials : 1.1. The relevant specification of item No 1 shall be followed except that the dismantling
of steel work shall be carried out.
2.0. Mode of measurements & payment :
2.1. The relevant specification of item No 1 shall be followed.
2.2. The weight of the member shall be computed from standard tables unless the actual weight can be
readily determined.
2.3. Riveted works where rivets are required to be cut, the same shall be carried out under this item and
nothing extra shall be paid.
2.4. In framed steel gate, the weight of any covering materials or filling such as iron sheets and expanded
metal shall be added to the weight of the main articles if such covering is not ordered to be taken out
separately.
2.5. The rate includes stacking the materials as and where directed with all leads and lifts.
2.6. The rate shall be for a unit of one kg
Item No.5 Excavation for foundation in loose or soft soil up to 1.5 M. depth including sorting out
and stacking of useful materials and disposing of excavated stuff up to 50 M. Lead (Manuaally).
1.0 General : 1.1 Any soil which generally yields to the application of pickaxes and shovels, phawaras,
rakes or any such ordinary excavating implement or organic soil, gravel, silt, sand turf loam, clay, peat
etc. Fall under this category.
2.0 Clearing the site : 2.1 The site on which the structure is to be built shall be cleared and all
obstructions, loose stone, materials and rubbish of all kind, bush, wood and trees shall be removed as
directed. The materials so obtained shall be properly of the government and be conveyed and stacked
as directed within 50 M. Lead. The roots of the trees coming in the sides shall be cut and coated with a
hot asphalt.
2.2 The rate of site clearance is deemed to be included in the rate of earth work for which no extra will
3.0 Setting out : After clearing the site, the centerlines will be given by the Engineer-in-charge. The
contractor shall assume full responsibility for alignment, elevation and dimension of each and all parts of
the tractor shall assume full responsibility for alignment elevation and dimension of each and all parts of
the work. Contractor shall supply laborers, materials, etc. Required for setting out the reference marks
and bench marks and shall maintain them as long as required and directed.
4.0 Excavation : The excavation in foundation shall be carried out in true line and level and shall have
the width and depth as shown in the drawings or as directed. The contractor shall do the necessary
shoring and shutting or providing necessary slopes to a safe angle, at his own cost. The payment for
such precautionary measures shall be paid separately if not specified. The bottom of the excavated area
shall be leveled both longitudinally and transversely as directed by removing and watering as required.
No earth filling will be allowed for bringing it to level, if by mistake or any other reason excavation is
made deeper or wider that shown on the plan or directed. The extra depth or width shall be made up with
concrete of same proportion as specified for the foundation concrete at the cost of the contractor. The
excavation up to 1.5 m. Depth shall be measured under this item.
the trenches and plinth or leveling the ground in layers including ramming and watering etc.
5.2 The balance of the excavated quantity shall be removed by the contractor from the site of work to
a place as directed with lead up to 50 M. And all lift.
6.0 Mode of measurement and payment :
6.1 The measurement of excavation in trenches for foundation shall be made according to the
sections of trenches shown on the drawing or as per sections given by the Engineer-in-charge. No
payment shall be made for surplus excavation made in excess of above requirements or due to slopping
back as found necessary on account of conditions of soil and requirements of safety.
6.2 The rate shall be for a unit of one cubic meter.
Item No.6 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation
etc in layers not exceeding 20 cm. in depth consolidating each deposited layer by ramming and
EW- 341 PUR-F-006 RFQ-
1.0 Workmanship :
1.1 The earth to be used for filling shall be free from salts, organic or other foreign matter. All clods of
earth shall be broken
1.2 As soon as the work in foundation has been completed and measured, the site of foundation shall
be cleared of all debris, brick bats, mortar dropping etc; and filled with earth in layers not exceeding
Cms. Each layer shall be adequately watered, rammed and consolidated before the succeeding layer is
laid. The earth shall be rammed with iron rammers where feasible and with the butt ends of crow-bars,
where rammer cannot be used.
1.3 The plinth shall be similarly filled earth in layers not exceeding 20 Cms. Adequately watered and
consolidated by ramming with iron or wooden rammers. When filling reaches finished level the surface
shall be flooded with water for atleast 24 hours and allowed to dry and then rammed and consolidated.
1.4 The finished level of filling shall be kept to shape intended to be given to floor.
1.5 In case of large heavy duty flooring like factory flooring the consolidation may be done by power
rollers, where so specified. The extent of consolidation required shall also be as specified.
plinth. Under no circumstances black cotton soil be used for filling the plinth.
2.0 Mode of measurement and payment :
2.1 The payment shall be made for filling in plinth and trenches. No deduction shall be made for
shrinkage or voids, if consolidated as instructed above.
2.2 The rate shall be for a unit of one cubic meter.
2.3 Filling in plinth with sand under floors including watering, ramming consolidating and dressing etc.
1.0 Materials : 1.1 Sand shall conform to M.6.
2.0 Workmanship : 2.1 The relevant specifications of item No. 4.12 shall be followed except that sand
shall be filled in under floors, including watering, ramming, consolidating and dressing etc. Complete.
3.0 Mode of measurement and payment :
3.1 The relevant specifications of item No. 4.12 shall be followed.
3.2 The rate includes cost of collecting carting sand with all lead and labor for filling the same in plinth
under floors.
3.3 The rate shall be for a unit of one cubic meter.
Item No.7 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken
stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A)
Foundation and Plinth
1.1 Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6. Stone
aggregate 40 mm. Nominal size shall conform to M-12.
Workmanship:
2.1 General: before starting concrete bed of foundation trenches shall be cleared of all loose materials,
leveled, watered and rammed as directed.
2.2 Proportion of Mix: The Proportion of cement, sand and coarse aggregate shall be 1 part of cement,
parts of sand, 8 parts of stone aggregates and shall so measured by volume.
2.3 Mixing: The concrete shall be mixed in a mechanical mixer at the site of work. Hand mixing may
however be allowed for smaller quantity of work if approved by the Engineer-in-charge. When hand mixing
is permitted by the Engineer-in-charge in case of break-down of machineries and in the interest of the
work, it shall be carried out on a water tight platform and care shall be taken to ensure that mixing is
continued until the mass in uniform in color and consistency. However in such cases 10% more cement
than otherwise required shall have to be used without any extra cost. The mixing in mechanical mixer
shall be done for a period 1 to 2 minutes. The quantity of water shall be sufficient to produce a dense
concrete of required workability for the purpose.
2.4 Transporting & placing the concrete:
2.4.1 The concrete shall be handled from the place of mixing to the final position in not more than
minutes by the method as Directed and shall be placed into its final position, compacted and finished
within 30 minutes of mixing with water i.e. before the setting commences. The concrete shall be laid in
layers of 15 cms. to 20 cms.
2.5 Compacting:
2.5.1 The concrete shall be rammed with heavy iron rammers and rapidly to get the required compaction
and to allow all the interstices to be filled with mortar.
2.6 Curing: 2.6.1 after the final set, the concrete shall be kept continuously wet, if required by pounding
for a period of not less than 7 days from the date of placement.
2.7 Mode of measurement and payment:
The concrete shall be measured for its length, breadth and depth, limiting dimensions to those specified
on plans or directed.
EW- 341 PUR-F-006 RFQ-
The rate shall be for a unit of one cubic meter.
Item No.8 Providing and laying controlled cement concrete M.200 and curing complete excluding
the cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, footings,
Base of columns and Mass concrete
1.0 Materials : Water shall conform to M-1 Cement shall conform to M-3 Sand shall conform to M-6.
Grit shall conform to M-8. Coarse aggregate shall conform M-12 B.
2.0 General :
2.1 The relevant specifications of ordinary concrete shall be followed except that the concrete mix
shall be designed from preliminary tests, the proportioning of cement and aggregates shall be done by
weight and necessary precautions shall be taken in the production to ensure that the required work cube
strength is attained and maintained. The controlled concrete shall be in grades of M-100, M-150, M-200,
M-250, M-300, M-350 & M-400 with prefix controlled added to it. The letter ‘M’ refers to mix and numbers
specify 28 days works cube compressive strength of 150 mm. Cubes of the mix expressed in Kg./Cmt.
2.2 The proportion of cement sand and coarse aggregates shall be determined by weight the weight
the weight batch machine shall be used for maintaining proper control over the proportion of aggregates
as per mix design.
The strength requirements of different grades of concrete shall be as under :
Grade of Concrete Compressive strength of Cubes in Kg./Cmt. At with
15 cms. 28 days I. S. 516-1959.
conducted in accordance Min.
Preliminary test Work test
In all cases the 28 days compressive strength specified in above table the criteria for acceptance or
rejection of the concrete. Where the strength of a concrete mix as indicated by tests, line in between the
strength of any two grades specified in the above table, such concrete shall be classified in for all
purpose as concrete belonging to the lower of the two grades between which its strength lies.
Workmanship :
2.3 The proportions for ingredients chosen shall be such that concrete has adequate workability for
conditions prevailing on the work in question and can be properly compacted with means available
except where it can be shown to the satisfaction of the Engineer-in-charge that the supply of properly
graded aggregate of uniform quality can be maintained till the completion of work. Grading of aggregate
shall be controlled by obtaining the coarse aggregates in different sizes and benignity hem in the right
proportions as required. Aggregate of different sizes shall be stocked in separate stockpiles. The
required quantity of material shall be stock piled several hours, preferably a day before use. The grading
of coarse and fine aggregate shall be checked as frequently as possible the frequency for a given job
being determined by the Engineer-in-charge to ensure that the suppliers are maintaining the uniform
grading as approved for samples used in the preliminary tests.
2.4 In proportioning concrete the quantity of both cement and aggregate shall be determined by
weight. Where the weight of cement is determined by accepting the maker’s weight per bag a reasonable
number of bags shall be weighted separately to check the net weight. Where cement is weighted from
bulk stocks at site and not by bags it shall be weighted separately from the aggregates. Water shall
either be measured by volume in calibrated tanks or weighed. All measuring equipments shall be
maintained in clean and serviceable condition. Their accuracy shall be periodically checked.
2.1 It is most important to keep the specified water cement ratio constant and at its correct value. To
this end moisture content in both fine and coarse aggregates shall be determined by the Engineer-in-
charge according to the weather conditions the amount of mixing water shall then be adjusted to
compensate for variations in the moisture content. For the determination of moisture content in the
aggregates I. S. 2389 (Part-III) shall be referred to suitable adjustments shall also be made in the
weights of aggregates due to variation in their moisture content. Minimum quantity of cement to be used
in concrete shall not be less than 220 Kg./M3 in plain concrete and not less than 250 Kg./M3 in
reinforced concrete.
3.0 Mode of measurement and payment:
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3.1 The rate excludes cost of form work.
3.2 The rate shall be for a unit of one cubic meter.
Item No.9 Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including bending,
binding and placing in position complete up to floor two level
1.0 Materials: 1.1 Mild steel bars shall conform to M-18 mild steel binding wires shall conform to M-21.
All reinforcement TMT bar specified in item shall conform to relevant IS standard 1786 for thermo
mechanical Tested bars, wherever tested brands to be used, certificate for the same from manufacture
shall be submitted. If Executive Engineer instructs it, contractor shall have to arrange for testing of bars at
the laboratory or institution, suggested by GSECL at his cost.
Bars shall be bent as per bar bending schedule supplied with drawing. If bar bending schedule is not
supplied contractor shall prepare it and get it approved at the site before cutting for fabrication. Bars shall
be clean, free form rust, dust, mud etc. if coils are there, they shall be first straightened. Bars shall be cut
according to the cutting length specified/approved by department. Bars shall be bent gradually. Bars
having crack or spits shall be rejected. Bars shall be bent cold, unless otherwise specified in case of
higher diameter bars. If bar is bended wrongly, it should be straightened and reset such that it does not
injure the materials.
Laps and splices shall be got approved. They shall be staggered and shall be at location shown/
approved. Lapping shall be avoided when full-length bars are available. All laps, hooks, bends etc. shall
be provided as per IS standards. Reinforcement bars shall be place in position as per drawing or details
given. It shall be tied with annealed black wire/G.I. wire of 18 gauges. Blocks, spacers, chairs etc., shall be
provided as per IS. 2502 at places instructed.
Bars shall be provided with clear cover as shown in drawing or as instructed on site. Cover shall be
provided with cement mortar cover block prepared of specified thickness with binding wire embedded to
fix cover in position and tie with the reinforcement so that it may not get disturbed. Minimum clear cover
shall be less than 13 mm or diameter of bars for slabs. For beam and columns depending on size it shall
be 20mm to 25mm. Cover shall be provided depending on structure, weather condition, location of
structure etc., as per ISI.
After the reinforcement is tied and checked by contractor himself it shall be got checked by GSECL
authorized representative and Okayed for pouring of concrete. Quantity of reinforcement bars in M.T.
embedded in concrete shall be paid. Weight shall be computed on cutting length approved or given
multiplied by standard weight of particular diameter of bars as per IS standards. Work shall to be carried
out at all levels. “Rate quoted shall inclusive of wastages, cost of binding wire, etc., No separate payment
will be made for binding wire. However laps, dowels etc., shall be paid as per drawing or as approved in
For the purpose of payment, the bar shall be measured correct up to 100 mm length and weight payable
worked out at the rate specified below:
1 6 mm = 0.22 Kg / Rmt. 8 20mm = 2.47 Kg / Rmt.
2 8 mm = 0.39 Kg / Rmt. 9 22mm =2.98 Kg / Rmt.
3 10 mm = 0.62 Kg / Rmt. 10 25mm = 3.85 Kg / Rmt.
4 12 mm = 0.89 Kg / Rmt. 11 28mm = 4.83 Kg / Rmt.
5 14mm = 1.21 Kg / Rmt. 12 32mm = 6.31 Kg / Rmt.
6 16 mm = 1.58 Kg / Rmt. 13 36mm = 7.99 Kg / Rmt.
7 18 mm = 2.00 Kg / Rmt. 14 40mm = 9.86 Kg / Rmt.
EW- 341 PUR-F-006 RFQ-
Mode of measurement and payment:
The rate shall be for a unit of one Kg actual work done.
Item No.10 Brick work using Conventional Fly Ash building bricks having crushing strength not
less than 50 Kg./Sqcm. In foundation & plinth in cement mortar 1:6 (1cement : 6 fine sand)
1.0 Materials:
Water shall confirm to M-1, Cement shall confirm to M-3, Sand shall confirm to M-6, Bricks – M
.Admixture is confirm to the manufacture specification
2.0 Workmanship:
Fly ash bricks (cement bonded) shall be locally made. Bricks shall have smooth rectangular faces with
sharp and square corners. Bricks shall be hand or machine moulded and shall be made from the
admixture of suitable good quality of fly ash, sand and cement as per the composition mentioned below:
FLY ASH: 50-60%
CEMENT: 8-12%
The fly ash bricks will be as per latest relevant IS code. The bricks will be of dimension as per
standard clay brick, suitable for making 230mm thick full brick wall, 115mm thick half brick wall and 75mm
thick minor partition walls, as applicable, as per drawing/specification/BOQ. A maximum tolerance of (+/-)
2mm shall be allowed as the manufacturing tolerance. The bricks shall have frog of 100 mm in length
mm in width and 10 to 20 mm deep of one of its flat sides.
The bricks when tested in accordance with the procedure laid down in IS 3495 (part 2): 1992 after
immersion in cold water for 24 hrs. water absorption shall be within 13-15% by weight. Similarly, the
porosity of the fly ash bricks shall be within 12-20%. The bricks shall have a minimum crushing strength of
50 Kg/CmSq. Bricks shall be tested in a Govt. Approved laboratory at the cost of contractor. Bricks shall
be allowed to use after satisfactory result. Mortar that can be utilized within initial setting time of the
cement shall be mixed with water. Mortar shall be prepared on pucca platform or on steel plate’s platform.
Mortar shall be uniformly mixed dry and then required quantity of water shall be added. If work demands
mixing or mortar in mixture, same shall have to be arranged without any extra cost
All joints vertical and horizontal shall be properly racked out to a depth of 12mm when mortar is
green and soft. The exposed faces of walls are to be provided with flush joint. Brickwork shall be cured
with water for a period of 10 days, keeping constantly moist. During rainy season green work shall have to
be protected from rain, by covering it with suitable covering.
Work shall be measured in volume any opening more than 0.5 sq. Meter areas shall be deducted.
No payment shall be made for keeping in masonry any pipe, and sleeves etc., supplied by department.
Thickness of brickwork shall be paid as per standard practice half brick, full brick, 1 ½ bricks etc. as
shown on drawings.
2.1 Proportion:
2.1.1 The proportion of the cement mortar shall be 1: 6 (1 cement: 6 fine sand) by volume.
2.2 Wetting of bricks: The bricks required for masonry shall be thoroughly wetted with clean water for
about two hours before use or as directed. The cessation of bubbles, when the bricks are wetted with
water is an indication of through wetting of bricks.
2.3 Laying:
2.3.1 Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks shall not be used
except where necessary to complete to bond closers in such case shall be cut to required size and used
near the ends of walls.
2.3.2 A layer of mortar shall be spread on full width for suitable length of the lower course, each brick
shall first be properly bedded and set home by gently tapping lapping with handle of trowel or wooden
mallet. It side face shall be flushed with mortar before the next brick is laid and pressed against it. On
completion of course, the vertical joints shall be fully filled from the top with mortar.
2.3.3 The walls shall be taken up truly in plumb. All courses shall be laid truly horizontal and all vertical
joint shall be truly vertical. Vertical joints in alternate course shall generally be directly one over the other.
The thickness of brick course shall be kept uniform.
EW- 341 PUR-F-006 RFQ-
2.3.4 The brick shall be laid with frog upwards. A set of tools comprising of wooden straight edges,
mason’s sprit level, square half meter rub, and pins, string and plumb, shall be kept on the site of work for
frequent checking during the progress of work.
2.3.5 Both the faces of walls of thickness greater than 23 cms. Shall be kept in proper place. All the
connected brick work shall be kept not more than one meter over the rest of the work. Where this is not
possible the work shall be raked back according to bond (and not left toothed) at an angle not steeper
than 45 degrees.
2.3.6 All fixtures, pipes, outlets of water, hold fasts of doors and windows etc. Which are required to be
built in wall shall be embedded in cement mortar.
2.4 Joints:
2.4.1 Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joints shall not exceed
12 mm. The face joints shall be raked out as directed by taking tools daily during the progress of work,
when the mortar is still green so as to provide key for plaster or pointing to done.
2.4.2 The face of brick shall be cleaned the very day on which the brick work is laid and all mortar
dropping removed.
2.5 Curing: Green work shall be protected from rain suitably. Masonry work shall be kept moist on all the
faces for a period of seven days. The top of masonry work shall be kept well wetted at the close of the
2.6 Preparation of foundation bed: If the foundation is to be laid directly on the excavated bed the bed
shall be leveled, cleared of all loose materials, cleaned and wetted before starting masonry. If masonry is
to be laid on concrete footing the top of concrete shall be cleaned and moistened. The contractor shall
obtain the engineer’s approval for the foundation bed, before foundation masonry is started. When puccas
flooring is to be provided flush with the top to plinth the inside plinth offset shall be kept lower than the
outside plinth top by the thickness of the flooring.
3.1 Mode of measurement and payment:-
Measurement shall be made per CMT of Brickwork at site.
Rate shall be for unit of one CMT of Brickwork at site.
Item No.11 Brick work using conventional fly ash bricks having crushing strength not less than
50 kg/cm2 in super structure up to floor two level in cement mortar 1:6 (1 cement : 6 fine sand).
1.0. Materials
Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6. Brick shall conform
2.0. Workmanship
2.1. Proportion:
2.1.1. The proportion of the cement mortar shall be 1:6 (1 cement: 6 fine sand) by volume.
2.2. Wetting of bricks:
2.2.1. The bricks required for masonry shall be thoroughly wetted with clean water for about two hours
before use or as directed. The cessation of bubbles, when the bricks are wetted with water is as indication
of through wetting of bricks.
2.3. Laying:
2.3.1. Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks shall not be used
except when necessary to complete to bond; closures in such case shall be cut to required size and used
near the ends of walls.
2.3.2. A layer of mortar shall be spread on full width for suitable length of the lower course. Each brick
shall first be property bedded and set home by gently tapping with handle of trowel or wooden mallet. Its
inside face shall be flushed with mortar before the next brick is laid and pressed against it. On completion
of course, the vertical joints shall be fully filled from the top with mortar.
2.3.3. The walls shall be taken up truly in plumb. All courses shall be laid truly horizontal and all vertical
joint shall be truly vertical. Vertical joints in alternate course shall generally be directly one over the other.
The thickness of brick course shall be kept uniform.
2.3.4. The brick shall be laid with frog up wards. A set of tools comprising of wooden straight edges,
manson's spirit level, square half meter rub, and pins, string and plumb shall be kept on the site of work
for frequent checking during the progress of work.
2.3.5. Both the faces of walls of thickness greater than 23 cms. shall be kept in proper place. All the
connected brick work shall be kept not more than one meter over the rest of the work. Where this is not
EW- 341 PUR-F-006 RFQ-
possible, the work shall be raked back according to bond (and not left toothed) at an angle not steeper
than 45 degrees.
2.3.6. All futures, pipes, outlets of water, hold fasts of doors and windows etc. which are required to be
built in wall shall be embedded in cement mortar
2.4. Joints:
2.4.1. Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joints shall not
exposed 12 mm. The face joints shall be raked out as directed by raking tools daily during the progress of
work, when the mortar is still green so as to provide key for plaster or pointing to done.
2.4.2. The face of brick shall be cleaned the very day on which the work is laid and all mortar dropping
2.5. Curing:
2.5.1. Green work shall be protected from rain suitably. Masonry work shall be kept moist on all the faces
for a period of seven days. The top of masonry work shall be kept well wetted at the close of the day.
2.6. Preparation of foundation bed:
2.6.1. If the foundation is to be laid directly on the excavated bed, the shall be leveled, cleared of all loose
materials, cleaned and wetted before stating masonry, If masonry is to be laid on concrete footing, the top
of concrete shall be cleaned and moistened. The contractor shall obtain the engineer's approval for the
foundation bed before foundation masonry is started. When pucca flooring is to be provided flush with the
top to plinth, the inside plinth offset shall be kept lower than the outside plinth top by the thickness of the
3.0. Mode measurements & payment
3.1. The measurements of this item shall be taken for the brick masonry fully completed in foundation up
to plinth. The limiting dimensions not exceeding those shown on the plinths or as directed shall be final.
Battered tapered and curved portions shall be measured net. No deduction shall be made from the
quantity of brick work, for any extra payment made for embedding in masonry or making holes in respect
of following items:
(1) Ends of joists, beams, posts, girders, purlins, trusses, corbel, steps etc. where cross sectional area
does not exceed 500 Sq.Cm.
(2) Openings not exceeding 1000 Sq.Cm.
(3) Wall plates and bed plates, bearing of slabs, chajjas and the like whose thickness does not exceed
Cms. and the bearing does not extend to the full thickness of wall.
(4) Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors, windows etc.
(5) Iron fixtures, pipes up to 300 mm. dia hold fasts, and doors and windows built into masonry and pipes
etc. for concealed wiring.
(6) Forming chases of section not exceeding 350 -Sq. Cm. in masonry.
3.3. Apertures for fire places shall not be deducted nor shall be paid for separately.
3.4. The rate shall be for a unit of one cubic meter.
Item No.12 Providing 15 mm thick cement plaster in single coat on brick/concrete walls for
interior plastering up to floor three level and finished even and smooth in Cement mortar 1:3 (1
cement : 3 sand) and finishing with a floating coat of neat cement slurry.
1.0. Materials : 1.1. Water M-1. The cement mortar proportion 1:3 shall conform to M-13.
2.0. Workmanship :
2.1. Scaffolding : Wooden ballics, bamboos, planks, treatles and other scaffolding shall be sound. These
shall be properly examined before erection and use. Stage scaffolding shall be provided for ceiling plaster
which shall be independent of the walls.
2.2. Preparation of back-ground :
2.2.1. The surface shall be cleaned of all dust, loose mortar droppings, traces of algae, afforescence and
other foreign matter by water or by brushing. Smooth surface shall be roughened by wire brushing if it is
not hard and by racking if it is hard. In case of concrete surface, if a chemical retarder has been applied
to the form work, the surface shall be roughened by wire brushing and all the resulting dust and loose
particles cleaned off and care shall be taken that none of the retarders is left on the surface. Trimming of
projections on brick/concrete surface where necessary shall be carried out to get an even surface.
2.2.2. Racking of joints in case of mansonry where necessary shall be allowed to dry out for sufficient
period before carrying out the plaster work.
2.2.3. The work shall not be soaked but only damped evenly before applying the plaster. If the surface
becomes dry such area shall be moistened again.
2.2.4. For external plaster, the plastering operation shall be started from top floor and carried downwards.
For internal plaster, the plastering operations may be started whenever the building frame and cladding
EW- 341 PUR-F-006 RFQ-
work are ready and the temporary supporting ceiling resting on the wall of the floor have been removed.
Ceiling plaster shall be completed before starting plaster to walls.
2.3. Applications of plaster :
2.3.1. The plaster about 15 x 15 cms. Shall be first applied horizontally and vertically at not more than
metres intervals over the entire surface to serve as gauge. The surfaces of these gauges shall be truly
inplane of the finished plastered surface. The mortar shall then be applied in uniform surface slightly more
than the specified thickness, then brought to a true surface by working a wooden straight edge reaching
across the gauges with small upward and sideways movement at a time. Finally, the surface shall be
finished off true with a trowel or wooden float according as a smooth or a sandy granular texture is
required. Excessive trowelling or overworking the float shall be avoided. All corners, arrises, angles and
junctions be truly vertical or horizontal as the case may be and shall be carefully finished. Rounding or
chamfering corners, arrises junctions etc. Shall be carried out with proper templates to the size required.
2.3.2. Cement plaster shall be used within half an hour after addition of water. Any mortar or plaster
which is partially set shall be rejected and removed forthwith from the size.
2.3.3. In suspending the work at the end of the day, the plaster shall be left out clean to the line both
horizontally and vertically. When recommending the plaster, the edges of the old work shall be scraped
clean and wetted with cement putty before plaster is applied to the adjacent areas to enable the two to
properly join together. Plastering work shall be closed at the end of the day on the body of the wall and
nearer than 15 cm. To any corners or arrises. Horizontal joints in plaster work shall not also occur on
parapet tops and copings as these invariably load to leakage. No portion of the surface shall be left out
initially to be packed up later on.
2.3.4. Each coat shall be kept damp continuously till the next coat is applied or for a minimum period of
days. Moistening shall commence as soon as plaster is hardened sufficiently. Soaking of walls shall be
avoided and only as much water as can be readily absorbed shall be used, excessive evaporation on the
sunny or windward side of building in hot air or dry weather shall be prevented by handing mattings or
gunny bags on the outside of the plaster and keeping them wet.
3.0. Mode of measurements & payment :
3.1. The rate shall include the cost of all materials, labour and scaffolding etc. Involved in the operations
described under workmanship.
3.2. All plastering shall be measured in square metres unless, otherwise specified, Length, breath or
height shall be measured correct to a centimeter.
3.3. Thickness of the plaster shall be exclusive of the thickness of the key i.e. Grooves or open joints in
brick work, stone work etc. Or space between laths. Thickness of plaster shall be average thickness
with minimum 15 mm. At any point on this surface.
3.4. This item includes plastering upto floor three level.
3.5. The measurement of wall plastering shall be taken between the walls or partition (dimensions before
plastering being taken) for length and from the top of floor or skirting to ceiling for height. Depth of
cover of cornices if any shall be deducted.
3.6. Soffits of stairs shall be measured as plastering on ceilings. Flowing soffits shall be measured
separately.
3.7. For jambs, soffits, sills etc. For openings not exceeding 0.5 sq.mt. Each in area for ends of joints,
beams, posts, girders, steps, etc. Not exceeding 0.5 sq. Mt. Each in area and for openings exceeding
0.5 sq. Mt. And not exceeding 3.00 sq. Mt. In each area deductions and additions shall be made in
the following manner :
(a) No deductions shall be made for ends of joints, beams, posts etc. And openings not exceeding
sq.mt. Each and no addition shall be made for reveals, jambs, soffits, sills etc. Of these opening for
finish to plaster around ends of joints, beams, posts etc.
(b) Deduction for openings exceeding 0.5 sq.mt. But not exceeding 3 sq.mt. Each shall be made as
follows and no addition shall be made for reveals, jambs, soffits, sills etc. Of these openings.
(i) When both faces of all wall are plastered with same plaster, deduction shall be made for one face only.
(ii) When two faces of wall are plastered with different types of plaster or if one faces is plastered and the
other pointed, deductions shall be made from the plaster or pointing on the side of frame for door,
EW- 341 PUR-F-006 RFQ-
window etc. On which width of reveals is less than that on the other side but no deductions shall be
made on the outer side. Where width of reveals on both faces of all are equal, deductions of 50% of
area of opening on each face shall be made from area of plaster and/or pointing as the case may be.
3.8. For openings having door frames equal to projecting beyond the thickness of wall, full deduction for
opening shall be made from each plastered face of the wall.
3.9. In case of openings of area above 3 sq.mt. Each, deduction shall be made for opening but jambs,
soffits and sills shall be measured.
3.10. The rate shall be for unit of one sq. Metre.
Item No.13 20 mm thick sand faced cement plaster on walls upto height 10 metres above ground
level consisting of 12 mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8 mm thick
finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.
1.0. Materials : 1.1. Water shall conform to M-12. Cement mortar shall conform to M-11.
2.0. Workmanship :
2.1. The work shall be carried out in the coats. The backing coat (base coat) shall be 12 mm. Thick
in C.M. 1:3. The relevant specifications of item No. 12 shall be followed except that the thickness of
back coat shall be 12 mm. Average. Before the first coat hardens its surface shall be beaten up by
edges of wooden tappers and close dents shall be made on the surface. The subsequent coat shall
be applied after this coat has been allowed to set for 3 to 5 days depending upon the weather
conditions. The surface shall not be allowed to dry during this period.
2.2. The second coat shall be completed to 8 mm. Thickness in C.M. 1:1 as described above,
including raising sand facing by bushing. The sample of sand face shall be got approved before the
work is started. The whole work shall be carried out uniformly as per sample approved.
2.3. Curing : The curing shall be started overnight after finishing of plaster. The plaster shall be kept
wet for a period of 7 days. During this period, it shall be protected from all damages.
3.0. Mode of measurements & payment :
3.1. The relevant specifications of item No.12 shall be followed except that the sand face plaster on
outside upto m. Above ground level shall be measured under this item.
3.2. The rate shall be for a unit of one sq. Metre.
Item No.14 Steel work, welded in built up sections framed work including cutting, hoisting, fixing
in position and applying a priming coat of red lead paint. (A)In beams and joists, channels angles
Tees, flats, with connecting plates or angle cleats as in main and cross beams. Hip and jack
rafters, purlins conneted to common rafters and the like.
a. Materials & Workmanship :
The structured steel work shall conform to M-22. Red lead paint primer shall conform to I.S. : 102-1962.
2.0 Workmanship :
2.1 The steel sections as specified or required shall be cut, square and to correct lengths as per
drawings and design. The cut Ends exposed to view shall be finished smooth. No two pieces shall be
welded or otherwise jointed to make up the required length of member, except as indicated in the drawing
or as directed. All straightening and shaping to form shall be done by application of pressure and not by
hammering. Any bending or cutting shall be carried out in such a manner as not to impair the strength of
the metal. All operations shall be done in cold state unless otherwise directed/permitted.
2.2 Steel riveted or bolted up sections, frame work.
2.2.1 The steel structure as shown in the drawings or as per direction of the Engineer-in-charge shall be
laid out on a level platform to full scale and to full size or in parts. A steel tape shall be used for
measurements to ensure maximum accuracy.
2.2.2 Wooden templates 12 mm. To 19 mm. Thick or metal sheet template shall be made to correspond
to each connecting gussets plate and rivet holes shall be accurately marked on them and drilled. The
templates shall be laid on the steel members, and holes of the steel members shall also be marked shall
also be marked for cutting. The base of steel columns and the position of Anchor bolts shall be carefully
2.2.3 All stiffeners shall be formed by pressure and where practicable, the metal shall not be cut and
welded in making these. In major works or where so specified. Shop drawings giving complete details and
information for the fabrication of the component parts of the structure, including location type size, length
and details of rivets, bolts, or weld shall be prepared in advance of the actual fabrication and as approved.
The drawings shall indicate the shop and field rivets and bolts. The steel members shall be distinctly
marked or stenciled with paint with the identification mark as given in the shop drawings.
The bars shall be thickened at the ends, so as to provide for screwed threads and gradually tapered off to
meet their normal section.
Great accuracy shall be observe in fabrication of various members, so that these can be
EW- 341 PUR-F-006 RFQ-
assembled without being unduly packed, strained or forced into position ad when built up, shall be true
and free from twists, bikes, buckles, or open joints. Before making holes individual members for
fabrication, the steel work intended to be riveted or bolted together shall be assembled or clamped
properly and tightly so as to ensure close abutting or lapping of the different members. All stiffeners shall
bear tightly both at top and bottom without being drawn or caulked. The abutting joints shall be cut or
dressed true and straight and fitted close together.
Web splice plates and fillers under stiffeners shall be cut to fit within 3 mm. Or flange Angles, web plates
of Girders shall have not cover plates, shall have their ends flush with the top of angles forming the
flanges unless otherwise required. The web plates when spiced shall have clearance of more than 6 mm.
The erection, clearance for cleared ends of members connecting steel to steel shall preferably be not
greater than 1.5 mm. The erection clearance at the ends of beams without web cleats shall not be more
than 3 mm. At each end but where for a practical reason greater clearance is necessary, suitably
designed seating shall be provided.
Pins and rollers shall be accurately turned to gauge. These shall be straight and smooth and free
from flows. The roller bearing shall be provided with adequate arrangement for holding the girders or truss
resting on it. In columns caps and bases, the ends of shafts together with the attached gussets Angles,
channels etc. After riveting together shall be accurately machanised so that the part connected but against
each other over the entire surfaces of contract connecting angles or channels shall be fabricated and
placed in position with greater accuracy so that they are not unduly reduced in thickness by machining.
1.1 The relevant specifications as mentioned above shall be followed except that the steel work shall be
done by welding.
1.2 Welding shall generally be done by electric process. Gas welding shall be resorted to using
oxyacetylene flame with specific approval. Gas welding shall not be permitted for structural steel work.
1.1 The work shall be done as shown in the shop drawings which should clearly indicate various
details of the joints to be welded, shop and site welded as well as type of electrodes to be used. Symbol
for welding on plans and shop drawing shall be according to I. S. 813-1961. As far as possible every effort
shall be made to limit the welding that must be done after improper welding that is likely to be done due to
heights and difficult position on scaffoldings etc.
The welding work shall conform to I. S. 816-1969.
1.2 Preparation of surfaces : Surfaces which are to be welded together shall be free from loose mill
scale, rust, paint, grease or other foreign matter. A coating of boiled linseed oil shall be permitted.
1.3 Assembly for welding : Before welding is commenced, the plates shall first be brought together and
firmly clamped or spot welded at specified distance. The temporary connection has to be strong enough to
hold the plates accurately in place without displacement.
1.4 Precautions : All operations connected with welding and cutting equipment shall conform to safety
requirement given in I.S. 818-1968.
The following points shall be borne in mind during the process of welding :
(a) Welds shall be made in flat position wherever practicable.
(b) Are length, voltage and amperage shall be suited to the thickness of material, type of groove and other
circumstances of the Work.
(c) The segments of welding shall be such that where possible the members which offer the greatest
resistance to compression are welded first.
1.5 The defective welds which shall be considered harmful to the strength shall cut out and rewelded.
1.6 Finished welds and adjacent part shall be protected with clean boiled linseed oil and after all stag
has been removed welds and adjacent parts shall be painted after the same are approved.
1.7 All the members shall be thoroughly cleaned of rust, scales, dust etc. And given a priming coat of
red lead paint before fixing them in position.
Testing of welding to be added in the specification I.N. 12.2.2.12.(i) to (viii).
2.0 Mode of measurements & payment :
The steel work shall be measured in general as under :
(a) All work shall be measured on the basis of finished dimensions as fixed at site and measured net
unless specified otherwise.
(b) The weight of steel sections, steel strips in finished work shall be calculated from standard weight on
the same basis on which steel is supplied to the Contractor by department or those given in relevant I.S. if
steel is arranged by the contractor.
(c) The weight of steel plates and strips shall be taken from relevant I.S. based on 7.85 kg./sq. Meter for
every millimeter sheet thickness if steel is supplied by the contractor, otherwise the weight shall be
calculated on the basis on which steel is supplied to the contractor by department.
(d) unless otherwise specified weight of clearest, brackets, packing pieces bolts, nuts, wash wers,
distance pieces, separators, diaphragm gusset (taking over all square dimensions) fish plates etc. Shall
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