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Tender ID
Tender Value
₹18.0 L
EMD Value
₹18,040
Closing Date
18 Apr 2026, 5:00 pmClosed
SUPERINTENDING ENGINEER GIDC MEHSANA
SITC of Pumping Machinery along with accessories with 5 year free comprehensive maintenance Guarantee Period @ Mudetha GIDC Industrial Estate.
293638
E-TENDER NOTICE NO. 01 OF 2026-2027
Open
Miscellaneous Works
Works
Mehsana
3 documents required · 3 mandatory
₹1,062
Executive Engineer GIDC Mehsana
₹18,040
4 Apr 2026
4 Apr 2026
4 Apr 2026
18 Apr 2026
4 Apr 2026
Estimated cost : Rs. 18,03,868.00 (Excl. GST)
2 Tender fee : Rs. 1,062.00 (Incl. GST - By D.D.Only)
3 E.M.D. : Rs. 18,038.00 (By D.D./F.D.R.Only)
4 Date of Downloading & Submission : From 02/04/2026 to 18/04/2026 up to
of Tender Documents
5 Submission in Physical form[Tender : From 20/04/2026 & 21/04/2026 up to
17.00 hours (Working Days Only)
6 Opening of Technical Bid& PQ
7 Eligible class of Registered Having valid ‘E1’ Class Or above
Registration in R&B Electrical wing and
Valid Electrical Contractor License.
EXECUTIVE ENGINEER (M&E)
G.I.D.C. MEHSANA,
GIDC Office Building, 4th Floor,
Plot No. H-317 to 322, Multilevel Shed,
GIDC, Dediyasan, Modhera Road,
Mehsana – 384 002. Ph.:
Bidder Signature Executive Engineer (M&E),
Sr. No. Particulars Page No.
1 Memorandum of Work In Brief 3 to
2 Notice Inviting Tender 7 to
3 Instruction to the Bidders 14 to
4 Pre-Qualification Criteria 25 to
5 Appendix-C 32 to
6 Format for PQ Application
7 General Conditions of Contract 35 to
8 Code of practice 37 to
10 Schedule-B 40 to
11 Payment Terms
12 Schedule of Quantities
13 Detailed Technical Specification 66 to
14 Annexure – A & Drawings 144 to
15 Make List 148 to
16 B-1 Agreement Form Scan & Attached
Bidder Signature Executive Engineer (M&E),
MEMORANDAM OF WORK IN BRIEF
1) Name of work SITC of Pumping Machinery along with
accessories with 5 year free
comprehensive maintenance Guarantee
Period @ Mudetha GIDC Industrial
2) Estimated cost Rs. 18,03,868.00 (Excl. GST)
3) Joint Venture (J.V) /MOU Joint Venture (J.V) & MOU is not allowed.
4) Earnest Money Deposit (EMD) Rs. 18,038.00 (By D.D./F.D.R. Only) in
the form of D.D. / F.D.R for the minimum
period of 180 days in favor of "" Executive
Engineer, GIDC, Mehsana” from any
Nationalized / Scheduled Bank only except
Co-Operative Bank.
5) Validity period of tender offer. 120 days from the date of opening the
Technical bid of tender.
6) Security Deposit (5%)
(i) In the form of FDR/Small Saving Certificate / Rs. 45,097.00 /- (2.5% Total) shall be
NSC / SSNNL Bond of 6 months validity in favor deposited by the Contractor as Initial
Security Deposit within 10 days of
of "Executive Engineer, GIDC, Mehsana” from
acceptance of tender and shall be released as
any Nationalized / Scheduled Bank only. per form B1
To be deducted from Current R.A. bills.
shall be deducted from Running Account Bill
of the contractor and the Security Deposit so
deducted will be released to the contractors
after Completion of the contract period.
Percentage if any to be deducted from R. A.
Bill so as to make up the total amount
Bill so as to make up the total amount
required as security deposit by the time half
the work, as measured by cost is done
Bidder Signature Executive Engineer (M&E),
TOTAL(i+ii) Rs. 90,194.00 (5.00 % Total)
7) Liquidated Damages As per clause of B-1 Form attached herewith.
8) Workers Welfare Cess Under The Building & 1% of the value of work done shall be
Other Construction Workers Cess Act 1996 deducted from the all bills payable to the
(Labour Cess) contractor.
9) Free maintenance Guarantee Bond Bidder has to submit Free Maintenance
Guarantee Bond. Amount of this bond shall
be 5% of estimated amount or tender
amount whichever more after completion of
work is and it will be released after 5 years of
Free maintenance Guarantee Period.
10) Defect liability period As per clause of B1 Agreement
11) Time limit for completion of work from the date 4 months from the date of taken over the
of written order to commence. charge of work.
12) Submission date & time of tender documents
i) a) Date on (or before) which the tender with From 02/04/2026 to 18/04/2026 up to
DD / FDR for Tender fee & EMD (by 17.00 hours.
scanning) with required documents must
upload on the web site of
www.gidc.nprocure.com
Date on (or before) which DD/FDR in original From 20/04/2026 & 21/04/2026 up
for Tender fee & EMD and required documents to 17.00 hours (Working Days Only).
must reach in the office of the "Executive
Engineer (M&E), GIDC, Mehsana, GIDC Office
Building, 4th Floor, Plot No. H-317 to
Multilevel Shed, GIDC, Dediyasan, Modhera
Road, Mehsana – 384
ii) Mode of sending the tender documents.
a) The tender with DD / FDR for Tender fee & By Online through e - tendering process
EMD (by scanning) with required
b) DD/FDR in original for Tender fee & EMD From 20/04/2026 & 21/04/2026 up
and required documents [Physical to 17.00 hours (Working Days Only)
13) Testing charge Not applicable
14) Opening of Technical bid &PQ Application In The Office of the Superintending
Engineer, GIDC, Mehsana, Plot No. H-317
to 322, Multilevel Shed, GIDC, Dediyasan,
Modhera Road, Mehsana – 384
On Dtd. 22/04/2026 at 12:00 noon.
Bidder Signature Executive Engineer (M&E),
15) Tender to be opened by Superintending Engineer
In the Office of:
Superintending Engineer, GIDC, Mehsana, Plot
No. H-317 to 322, Multilevel Shed, GIDC,
Dediyasan, Modhera Road, Mehsana –
16) Description essential to be made on sealed SITC of Pumping Machinery along with
cover for documents to be submitted by speed accessories with 5 year free
post/ R.P.A.D comprehensive maintenance Guarantee
Period @ Mudetha GIDC Industrial
17) Mode of quoting the rate in Schedule “B” In percentage rate, In figures as well as in
attached with Tender document. words. Any missed-outs, discrepancies it
may attract rejection of tender.
18) Important Note : The intending Bidders is requested to visit the
site and familiarized themselves thoroughly with
the site conditions and all other aspects affecting
the work under this Contract before submitting
the tender. No claim / extension of time
whatsoever shall be entertained on account of
prevailing site conditions.
Bidder has to upload following documents
online with tender as per para
Scan copy of DD of Tender Fee
Scan copy of DD of EMD
Scan copy of valid Bank Solvency
Registration required Valid “E1” Class and
above registration with R&B Electrical wing
and valid Electrical Contractor License
Litigation history
Affidavit regarding Termination /
Blacklisting / Ban / Registration on Rs.
300/- stamp paper & notarized
The undertaking for deploying
machinery/equipment on Rs. 300/- stamp
paper & notarized
Copy of registration certificate of firm /
documents of public limited / private
limited / partnership firm / proprietor firm
Copy of Power of Attorney
Copy of PAN Card
Copy of latest income tax return certificate
Copy of Goods & Services (G.S.T.)
registration certificate
Copy of RPFC registration certificate.
Copy of RPFC Challan of any of the
completed last three months from the
month of last date of online submission of
Undertaking / Declaration as per Para1.6.3
PQ application
Bidder Signature Executive Engineer (M&E),
19) Site Visit Contact Person :
1. Executive Engineer (M&E), GIDC, Mehsana
Shri J.B.Trivedi
2. D.E.E (M&E), GIDC, Mehsana.
Shri N.K. Chaudhari)
Bidder Signature Executive Engineer (M&E),
https://tender.nprocure.com/ Portal ઉપરથી તા.૦૨/૦૪/૨૦૨૬ થી તા.૧૮/૦૪/૨૦૨૬
ઓકફસિાં િોટીસ બોડા ઉપર અિે જી.આઇ.ડી.સી.િી િેબસાઇટ www.gidc.gujarat.gov.in
https://tender.nprocure.com/ િેબ-સાઇટ પર ટે ન્ડર ભરિાિી છે લ્લી તારીખ સુધી
Bidder Signature Executive Engineer (M&E),
GUJARAT INDUSTRIAL DEVELOPMENTCORPORATION
(A Govt of Gujarat Undertaking)
O/o the Superintending Engineer Mehsana
Division Office, 4th Floor, Multi-Level Shed, Plot
No. H-317 To 322, Mehsana-II Industrial Estate,
Dediyasan-384002, Ta. & Dist. Mehsana.
E TENDER NOTICE No. 01 / 2026-27
The tender for the work having cost of Rs.0.55 lakhs to Rs.451.00 lakhs are
invited by office of the Superintending Engineer, G.I.D.C., Mehsana under
jurisdiction of the Executive Engineer, GIDC, Mehsana. Tender for Sr.No.1 to
can be upload - download online dt.02/04/2026 to 18/04/2026 on website
https://tender.nprocure.com/. and office line tender will be issued at Mehsana
office. The detailed tender notice can be seen in GIDC office notice board /
GIDC website www.gidc.gujarat.gov.in Right to reject the tender without
assigning any reasons thereof are reserved by G.I.D.C., which will be binding to
all bidders. Please stay touring web site - https://tender.nprocure.com/ for any
corrigendum/ addendum / modification till last date of receipt.
Superintending Engineer,
G.I.D.C., Mehsana.
Bidder Signature Executive Engineer (M&E),
(A Govt. of Gujarat Undertaking)
Office of the Superintending Engineer
GIDC Mehsana at 4th Floor, Multilevel shed, Plot No. H-317 to
Mehsana-II Industrial Estate, Dediyasan-384002
Email: - [email protected],
E-TENDERING NOTICE NO: 01 OF 2025-26
E-tender for the following works of GIDC are publically invited from the intending bidders, by the
Superintending Engineer, GIDC Mehsana at 4th Floor, Multilevel shed, Plot No. H-317 to
Mehsana-II Industrial Estate, Dediyasan-384002 by E-tendering only, on web site
https://tender.nprocure.com/(i) whose names are borne on the approved list of registered contractors in
the required class & category with Gujarat State R&BD/W.R.D/GIDC & other State Governments
equivalent AND (ii) and the intending bidders who are registered in appropriate category of C.P.W.D.,
M.E.S., Railways and Indian State Governments, can also bid provided the bidder produce such
registration certificate at the time of bidding and obtain registration in required class & category from the
Gujarat State R&BD/W.R.D/GIDC before issuing work order. Bidder will solely be responsible for
obtaining the required registration.
The tender under Sr. No. 01 to 03 is invited in single bid system will be opened on schedule date, specified
under schedule of E-tender.
Name of work Class of registration
MEHSANA DIVISION
SITC of Pumping Machinery along with (1) Rs.18,03,868.00 Valid ‘E1’ Class Or above
accessories with 5 year free (2) Rs. 18,040.00 Registration in R&B
comprehensive maintenanace (3) Rs. 1,062.00 Electrical wing and Valid
Guarantee Period @ Mudetha Electrical Contractor License
Industrial Estate. from licensing board.
Flexible pavement Road Network (1) Rs.4,51,00,000.00 A class & Above
including free maintenance guarantee (2) Rs.4,51,000.00 special category -2 in Road.
period of 5 years at Radhanpur (3) Rs.7,080.00
Industrial Estate, Dist. Patan, Gujarat.
Upgradation of Infrastructure facilities (1) Rs.1,60,00,000.00 B Class & Above.
Road,GSR, Pump room SWD at Deodar (2) Rs.1,60,000.00
GIDC, Deodar, Dist. Banaskantha, (3) Rs.4,248.00
Bidder Signature Executive Engineer (M&E),
4 Demolition of old RCC Elevated Storage (1) Rs. 55,250.00 E-2 Class & Above
Reservoir (ESR) including stacking or (2) Rs.
serviceable material and disposal of (3) Rs.
unserviceable material at GIDC DEESA
5 Demolition of old RCC Elevated Storage (1) Rs. 1,27,500.00 E-2 Class & Above
Reservoir (ESR) including stacking or (2) Rs.
serviceable material and disposal of (3) Rs.
unserviceable material at GIDC
CHANDISAR Estate.
6 Demolition of old RCC Elevated Storage (1) Rs. 2,55,000.00 E-2 Class & Above
Reservoir (ESR) including stacking or (2) Rs.
serviceable material and disposal of (3) Rs.
unserviceable material at GIDC
CHHATRAL Estate.
(A) SCHEDULE OF E-TENDERING
(i) Downloading of Tender Documents from Web site of From 02/04/2026 to 18/04/2026
https://tender.nprocure.com/. (The tender document for up to 17.00 hours for work at Sr.
these works are available only in Electronic format which No. 1 to
Bidder can download free of cost)
SUBMISSION OF TENDER From 02/04/2026 to 18/04/2026
(ii) (A) Online submission up to 17.00 hours for work at Sr.
I) Online submission of bid documents. No. 1 to
II) Scanned copies of DD for tender fee & EMD in electronic
format only through online
(B) Submission in physical form From 20/04/2026 & 21/04/2026
I) D.D. / FDR in original (for Tender fee & EMD) Other up to 17.00 hours for work at Sr.
documents mentioned in para C, for the purpose of No. 1 to
verification only (in physical form) by personally i.e. by
Speed Post / Currier /Hand delivery. (Kindly refer C-1,
(iii) Pre-bid meeting (Offline / Online) Not applicable.
In the Office of Chief Engineer -GIDC, Block No 3&4,
3rd Floor, Udyog Bhavan, Sector-11, Gandhinagar
(iv) Opening of Technical Bid documents. In the Office of Superintending
Engineer, GIDC Mehsana at 4th
Floor, Multilevel shed, Plot No. H-
317 to 322, Mehsana-II Industrial
Estate, Dediyasan-384002 as
Approximate on dt.
22/04/2026 at 17:00 noon for
Bidder Signature Executive Engineer (M&E),
(B) On line Submission of Tender
1) Bidders can prepare & edit their offers number of times before tender submission date & time.
After tender submission date & time, bidder cannot edit their offer submitted in any case. No
written or online request in this regard shall be granted.
2) Bidder shall submit their offer i.e. Pre-qualification document with Technical Bid & Price Bid in
Electronic format on above mentioned website & Date shown above after digitally signing the
3) For the purpose of verification, the original documents for Pre-qualification submitted in
electronic format should be submitted in physical form as under:
For Sr. No. 1 to 3 at O/o Executive Engineer, GIDC, Mehsana, office of the Executive
Engineer, GIDC Mehsana at 4th Floor, Multilevel shed, Plot No. H-317 to 322, Mehsana-II
Industrial Estate, Dediyasan-384002 By personally i.e. by hand delivery, courier, RPAD,
Speed Post during office hours.
4) Offers submitted without digitally signed will not be accepted.
5) Offers i.e. Pre-qualification document with Technical Bid & Price Bid in physical form will not be
accepted in any case.
6) It is Bidder’s responsibility to verify Online Corrigendum/Amendments until last submission date
and time as well as before Final Submission of Bid.
7) Required documents for pre Pre-qualification document received later than the time specified
will not be accepted in any case and the bid of that bidder shall be considered non-responsive.
a. Schedule of Offline Tender:
Blank tender copy for Sr. No. 4 to 6 will be Blank tender will be issued from dt.02/04/2026
issued from the Office of the Executive to 18/04/2026.
Engineer, GIDC, Mehsana. Last date of submission of Sealed tender-
Dt.21/04/2026 (By R.P.A.D./Speed Post Only)
and if possible tender to be opened on
Office of the Executive Engineer, GIDC Dt.22/04/2026 at 12:00 noon.
Mehsana, GIDC, 4th Floor, Multilevel shed, Plot
No. H-317 to 322, Mehsana-II Industrial Estate,
Dediyasan-384002.
(C) Submission of Tender Fees, EMD
1) Interested Bidders can view these tender documents online, but bidders who are interested in
bidding these tender can download tender documents from web site as mentioned above and
bidder who wish to submit their offer shall pay non-refundable tender fee in the form of Account
Payee Demand Draft payable respectively as under drawn on any Nationalized Bank in favor
Executive Engineer, GIDC, Mehsana for the work at Sr. 1 to 3 (DD payable at Mehsana)
2) EMD in the form of Account Payee Demand Draft / F.D.R. payable at Mehsana drawn on any
Scheduled / Nationalized Bank in favour of as mentioned as under. EMD in the form of Bank
Guarantee of the Scheduled Bank or Nationalized Bank also acceptable as per the manner set out in
the prevailing Form B1, Form B2 & Form C Agreement.
Executive Engineer, GIDC, Mehsana for the work at Sr.1 to 3 (DD payable at Mehsana)
3) Demand Draft for E.M.D. & Tender Fee shall be submitted in Electronic Format only through Online
(by scanning) while uploading the Bid. This submission shall mean that E.M.D. & Tender Fee are
received. Accordingly, offer of those shall be opened whose E.M.D. & Tender Fee is received
electronically. However, for the purpose of realization of D.D., Bidder shall send the D.D. in
original for the works in the manner set out in above point (C -1 &, 2) by personally i.e. by
Speed Post/ Currier /Hand delivery during office hours as per point No. B-3.
Bidder Signature Executive Engineer (M&E),
4) Required Documents mentioned as under (a), (b) & (c) are mandatory for submitting
scanned copies through ONLINE. Otherwise tender offer shall be treated as NON
RESPONSIVE, without any further intimation.
a) Scanned copy of tender fee and EMD
b) Required Class of registration, Latest Income Tax return filed, RPFC registration certificate with
latest challan, GST Registration & Pan Card.
c) Fresh Valid Bank Solvency- (Current Financial Year) - (20% value of the estimated cost put to
tender) and Experience certificate
5) For the purpose of verification, the original documents submitted in electronic format should be
submitted in physical form for the works in the manner set out in above point (C-3) by
personally i.e. by hand delivery, courier, RPAD, Speed Post during office hours.
Executive Engineer, GIDC, Mehsana for the work at Sr. 1 to
Tender fee, EMD in original and other required documents for verification received
before or later than the time specified in (A) SCHEDULE OF E-TENDERING, (ii)(B)
Submission in Physical form as mentioned above, will not be accepted in any case
and the bid of that bidder shall be considered non-responsive. GIDC will not be
responsible for delay in receipt of such documents due to any reasons by the postal
department or any other agencies.
If any clarification / query regarding these tenders are required, do not hesitate to
contactor concern Executive Engineers;
For the work at Sr. No. 1 to 6 Shri Y R Chauhan, Executive Engineer, GIDC, Mehsana - Mo.
Superintending Engineer
G.I.D.C., Mehsana.
Bidder Signature Executive Engineer (M&E),
INSTRUCTIONS TO BIDDERS
Bids i.e., Price Bid and Technical Bid with Prequalification Application for SITC of Pumping
Machinery along with accessories with 5 year free comprehensive maintenance Guarantee
Period @ Mudetha GIDC Industrial Estate is invited from contractors on e-tendering process.
The contractors, who wish to bid for this contract, should also apply for prequalification in the
manner set out in this document.
The price bid will be opened only of those tenderer pre-qualified by the Superintending
Engineer, GIDC, Mehsana as having necessary qualification, suitability to perform the contract
satisfactorily and also opened Technical Bid with Prequalification Application will be
considered. Technical Bid with Prequalification Application of dis-qualified bidders will not be
1. LOCATION OF WORK AND SITE INFORMATION:
The work site is located at GIDC Mudetha Industrial Estate.
2. SCOPE OF WORKS:
1. SITC of Pumping Machinery along with accessories with 5 year free comprehensive
maintenance Guarantee Period @ Mudetha GIDC Industrial Estate.
2. The contractor shall, upon the completion of works, hand over the site of works in neat &
The proposed works are as under.
SITC of Pumping Machinery along with accessories As per Schedule B
with 5 year free comprehensive maintenance
Guarantee Period @ Mudetha GIDC Industrial
3. BIDDER'S RESPONSIBILITY
The intending Bidders shall be deemed to have visited the site and familiarized themselves
thoroughly with the site conditions and all other aspects affecting the work under this Contract
before submitting the tender. No claim / extension of time whatsoever shall be entertained on
account of prevailing site conditions.
Interested Bidders may obtain further information at the following address:
EXECUTIVE ENGINEER (M&E), GIDC, 4th Floor, Plot No. H-317 to 322, Multilevel Shed,
GIDC, Dediyasan, Modhera Road, Mehsana – 384
Important Note :-
For any technical discrepancy, the latest version of IS / IEC Code shall be applicable.
GIDC reserves the right, without any obligation or liability, to accept or reject any or all the
bid at any stage of the process, to cancel or modify the process or any part thereof or to vary
any of the terms and conditions at any time, without assigning any reason whatsoever.
Bidder Signature Executive Engineer (M&E),
Interested Bidders may obtain further information at the following
Executive Engineer (M&E), GIDC, Ground Floor, 4th Floor, Plot No. H-317 to
Multilevel Shed, GIDC, Dediyasan, Modhera Road, Mehsana – 384
4. EARNEST MONEY DEPOSIT (EMD)
Earnest money as mentioned in the memorandum of work in brief attached herewith shall
be paid in the form of D.D./F.D.R. for the validity period of not less than 6 months.
5. SECURITY DEPOSIT (SD)
SD is payable in the manner set out in the tender document by the successful tenderer.
6. WORKERS WELFARE CESS UNDER THE BUILDING & OTHER
CONSTRUCTION WORKERS CESS ACT 1996 :
1% of the value of work done shall be deducted from the all bills payable to the
7. MOBILIZATION ADVANCE: Not applicable for this work
Mobilization advance shall be applicable only as per GIDC circular No. GIDC/ ENG/CE/581,
8. Maintenance guarantee period:
Successful Bidder shall have to full fill the all requirement mentioned in DETAILED
TECHNICAL SPECIFICATIONS AND TERMS & CONDITIONS FOR ALL RISK
COMPREHENSIVE ANNUAL MAINTENANCE CONTRACT & SPECIAL
9. DEFECT LIABILITY PERIOD:
Defect Liability Period is as per clause of B1 agreement.
10. PROGRAMME OF WORK:
The program of work for this contract is as under.
Date of Downloading &
Submission of Tender Validity period Period of completion
Documents online
From 02/04/2026 to 04 (Four) months
18/04/2026 up to 17.00 120 days from the date
from the date of
hours. of opening of Technical
charge of work.
The time is essence of the contract. The contractor shall have to ensure progress of the work
proportionately, failure to adhere to this; he shall be liable to compensation as per the Clause
No. 2 & 7 of Form B-1 attached herewith.
Bidder Signature Executive Engineer (M&E),
11. UNITS RATES UNDER SCHEDULE "B”:
Unit Rates specified for various items to be executed as per Schedule "B" in the price bid are
inclusive of all labour, materials, testing charges, equipments, all incidental charges involved
in the items & 1% Labour Cess and as specified in the mode of measurement & payment of
detailed specifications of items, incl. all taxes, royalty, Octroi, transportation cost etc. all as
applicable presently and as to be enforced for future by any / all including Central/State Govt.
and Statutory bodies from time to time.
12. SURVEYING & MEASURING EQUIPMENTS:
Equipments for surveying & measurement on the work shall be procured by the contractor for
his use. The same also be made available to the Engineer at site or any work connected with
the contract without any additional charges.
13. CONDITIONS OF CONTRACT:
Condition of contract will be as per Form B1 (CONTRCT AGREEMENT TO BE
EXECUTED) attached with technical bid, or modified as needed for local conditions, price
adjustment for bitumen, Time limit shall be 4 Months from the date of work order & others
documents will be governed as per the documents and conditions of contract finalized for the
work. All works will confirm to the latest Indian/International Electricity codes, standards
and rules, Indian Standards (BIS), as approved by the Engineer-in-charge.
Please also read the B1 form (CONTRACT AGREEMENT TO BE EXECUTED)
attached herewith.
14. Supervision of work:
G.I.D.C. reserves rights to get check the quality of works through THIRD PARTY
INSPECTION also in addition to the Engineer-in-charge & Quality Control Units of the
15. PRICE VARIATION CLAUSE & STAR RATE FOR CEMENT, STEEL AND BULK
BITUMEN, COPPER OR ANY ELECTRICAL CONSUMABLE ITEMS: (Deleted)
a. In the all items of Schedule “B”, the thickness mentioned are compacted thickness to
be considered for the purpose of measurements and payments.
b. The contractor document shall include the original tender papers of GIDC, submission
of contractor negotiation letter, letter of acceptance, agreement in B1 form and the
c. In conformity with prevailing Income Tax rules 2% and surcharge of bill value or
applicable at time to time Shall be Deducted at source for which necessary certificate
shall be released by the Executive Engineer.
d. In conformity with prevailing sales tax, rules vide No. ANVE: WORKS: TAX: 97-98:
2162, dated. 24/11/1997, published by Additional Sales Tax Commissioner, Govt. of
Gujarat, 2% Sales tax and surcharge applicable of bill value shall be deducted at
source or applicable at time to time Shall be Deducted for which Necessary certificate
shall be released by Executive Engineer.
e. The contractor shall exhibit a board as per requirement of GIDC with detailed
Specification and details of work and amount at site at his own cost as directed by the
Engineer-in- charge.
Bidder Signature Executive Engineer (M&E),
f. Service tax if applicable on any item/ part item or part work as per prevailing
Government rules, GIDC will deduct the service tax from the contractor bills, if
g. All the work shall be carried out as per the specifications attached with this tender.
h. In addition to above conditions, contractor have to read carefully Chapter- 1 of B1
i. Unit rates specified for various items to be executed as per Schedule – B attached are
inclusive of all labour, materials, testing charges, equipments, all incidental charges
involved in the items and as specified in the mode of measurement & payment of
detailed specifications of items, including all taxes, royalty, octroi, transportation cost
etc. all as applicable presently and as o be enforced for future by any / all including
Central / State Govt. and Statutory Bodied from time to time. GST will be extra at
j. The Initial Security Deposit shall be produced in the form of FDR/NSC/SSNNL Bond
and valid till as per clause of B1 agreement.
k. The Initial Security Deposit shall be released only after issuance of completion
certificate from competent authority of GIDC and Security Deposit recovered through
R. A. Bill will be released as per clause of B1 agreement.
l. No any price adjustment and price variation will be given for any type of work,
i) Earnest money shall be paid in the form or demand draft or FDR from any
nationalized bank as well as public sector banks as per Govt. Of Gujarat, Finance
Department GR No. EMD/10/2018/18/DMO, Dtd:- 16/04/2018 or latest. Earnest
Money in cash or cheque or bank guarantee shall not be accepted. EMD should be
valid for minimum period of 180 days. The EMD should be drawn in favor of the
Executive Engineer, GIDC, Mehsana.
ii) Units registered with Industries Dept. or with NSIC as a Small Scale Unit shall
have also to pay prescribed tender fees and earnest money deposit. Govt.
exemption certificate for EMD shall not be valid.
iii) The scan copy of earnest money deposit to be paid in the form of FDR in favor of
“Executive Engineer, GIDC, Mehsana” should be attached, along with the tender
only, otherwise it will not be accepted. It may be noted that DD / FDR brought
personally at the time of opening, will also not be accepted at all.
iv) The earnest money deposit of the unsuccessful contractor(s) shall be returned
without interest within reasonable time after final decision on the tender and after
entering into a contract with the Corporation by the contractor whose tender is
v) Exemption certificate for E.M.D. shall not be entertained.
Bidder Signature Executive Engineer (M&E),
vi) The contractor does not turn up with the security deposit and execute contract
agreement within specified time after intimation to him about acceptance of his
offer, the earnest money paid for this work will be forfeited according to the terms
and conditions of tender and tenderer’s tender shall be rejected and then according
to aforesaid provision of tender, action to black list the contractor will be initiated
18] The contractor shall have to furnish GST Registration Number, Income Tax PAN
Number and ward under which is assessed with copy of last IT return filed by him.
Copies of certificate as regards previous experience, if any, must accompany the tender.
19] VALIDITY and Other Terms: - (120 days minimum)
1) The tenders submitted by tenderer shall remain valid for acceptance for a period of
days from the date of opening of the tender. Line out for the execution of the work, in
case accepted tender, will be given within a period of 120 days from the date of opening.
The tenderer shall not be entitled during the said period of the 120 days without written
consent of Executive Engineer [M&E], GIDC, Mehsana to recover or cancel his tender
to vary the rates given or any terms thereof. In case of tenderer revoking or canceling or
varying any terms of the tender without the written consent of Executive
Engineer[M&E], GIDC, Mehsana ,Executive Engineer[M&E], GIDC, Mehsana shall
forfeit EMD paid by him / them along with the tender and take further necessary actions.
2) Declaration showing all works on hand with the contractor and the value of works of that
remains to be executed in each must accompany the tender.
3) The rates for items in Schedule – “ B ” must be given in words and figures, amount of
each item must also be entered in column of amount and the tenderer must strike out
grand total of the amount
grand total of the amount
4) The contractor should initial all pages of Schedule - "B" and specifications.
5) The Contractor should sign all corrections, erasures and overwriting and original tender
papers should be returned invariably.
20] DISCREPANCIES AND ADJUSTMENT OF ERRORS:
Any error in quantity or amount in of Schedule – “B” showing items of works to be
carried out shall be adjusted in accordance with the following rules.
a) In event of discrepancy between words and figures, quoted by tenderer in the rates of
column the description in words shall prevail.
Bidder Signature Executive Engineer (M&E),
b) In the event of an error occurring in the amount column of the Schedule - “ B ” showing
items of works, as a result of wrong multiplication of the unit rate and quantity, the unit
rate shall be regarded as firm and multiplication shall be amended on the basis of the rate.
c) All errors in totaling in amount column and in carrying forward totals shall be corrected
d) Any rounding off, of amounts against items or in “ TOTALS” shall be ignored. The
tendered sum so altered shall, for the purpose of the tenders, be substituted for the sum
originally tendered and be considered for acceptance. GIDC. will not issue any tax
exemption form i.e. “P”, “C” or “D” form; the tenderer may quote rates accordingly.
e) No amendment shall be permitted either in performance of the equipment offered or prices,
once tender is opened.
21] EVALUATION OF TENDERS
i) The tenders will be verified for accuracy in the numerical calculations; any tender
with arithmetical mistake will be corrected on the basis of the quantities of the
work given in the tender form and the unit prices quoted by the tenderer.
ii) The tender forms are to be filled in, by ink or by type written without alterations or
modifications and shall furnish all the information required. No changes of the
form are accepted, tenderers may attach supplementary information separately.
iii) GIDC reserves the rights to alter the quantity of the work and or award to more
than one tenderer.
iv) Any deviations, in terms, conditions and technical specifications shall be clarified
with its financial evaluation, will render financial bid invalid.
v) If for any items, alternative rates are called for the selection of any item shall be at
the discretion of the GIDC only; all the offers shall be evaluated on the selected
22] TECHNICAL TERMS AND CONDITIONS:
a) Where specifications are not already specified, the materials to be supplied, should be as
per relevant ISI or Equivalent International Standards where ISI is not available.
b) Supply and installation shall have to be completed within stipulated time limit. In case of
failure, compensation will be charged as mentioned separately.
c) Tenders containing uncalled remarks or any additional conditions or modifications in any
of the tender conditions, rates or quantity are liable for rejection.
Bidder Signature Executive Engineer (M&E),
d) In case of arbitration as per Contractor’s conditions, arbitration shall be in accordance with
Indian Arbitration Act,
e) DESCRIPTION IN DRAWING OR SPECIFICATIONS:
The drawings and specifications are to be considered as mutually explanatory of each
other. Details drawings being followed in preference to small-scale drawings and figured
dimensions in preference to scale and special conditions in preference to general
conditions. Special directions or dimensions given in the specifications shall supersede all
else. Should any discrepancies, however, appear or should any misunderstanding arise as
the meaning and importance of the said specifications or drawings, or as to the
dimensions or the quality of the materials for the due and proper execution of the works,
or as to the measurement or quality and valuation of the works executed under this
contract or as extra there upon the same shall be explained by the Engineer In Charge and
his explanation shall, subject to the final decision of the Supdt. Engineer ,GIDC,
Mehsana, in case of reference be made to him under condition, be binding upon the
contractor and contractor shall execute the work according to such explanation (Subject
as aforesaid) and shall also do all such works and as may be necessary for the
proper completion of works, as implied by the drawings and specifications even though
such works and things are not specially shown and described in the said specifications.
f) ACCESS TO SITE AND ONSITE:
The Engineer may, if he considers fit from time to time enter upon any lands which may
be possession of the contractor for the purpose of executing any other work not included
in this contract and may execute such work not included in this contract by his agents, or
by other contractors on his opinion, the contractor shall in accordance with the
requirements of the Engineer, afford all reasonable facilities for execution of such works
including occupation of lands by structures. Such reasonable facilities shall also be given
for any other contractor employed by the Corporation, and his working of the
Corporation, employed in the execution of such other work on or near the site of the
work, such other works may not be included in the contract, or it may being connection
with or ancillary to the works entrusted to him. In case of default, the contractor shall be
liable to the Corporation, for any delay in executing other works or expense incurred by
reason of such default, provided always that if the exercise of the powers shall cause any
damage to the contractor he may, within 15 days arising of such damage make a written
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 GIDC., shall from time to time, pay to the
Bidder Signature Executive Engineer (M&E),
contractor, the amount (If any) as justified by the Engineer In Charge and finally accepted
by the Corporation.
23] GENERAL INSTRUCTIONS
a) The acceptance of the tender will rest with the competent authority that doesn't bind himself
to accept the lowest one and reserve the right to reject any of all the tenders without assigning
any reasons thereof. In addition to the above, the tender will also be liable to be rejected
b) The tenderer proposes any alternation in the works specified or any condition or corrections
made in any code or mode of schedule “B” or specifications.
c) Any of the page(s)of the tender is/are removed or replaced.
d) The tender does not initiate all corrections, additions or pasted slips.
e) He makes any eraser in the tender.
f) The tenderer or in the case of a firm each partner or the person holding the power of attorney
thereof doesn't sign or the signature(s)is/are not attested by the witness on Schedule -B of the
tender in the space provided.
g) The tenderer does not quote for the entire work and full quantity, otherwise it shall be treated
as incomplete tender and may be rejected. The tender rates are not realistic or not workable as
compared to prevailing rates under minimum wages Act.
h) The rate of minimum wages act not fulfilled on mentioning / quoting rate.
i) In respect of the tenders from the co-operative society, a solvency certificate of an amount of
equal or more than 20% of the amount of the work put to tender will have to be produced along
with the tender or a certificate regarding the borrowing capacity of the society issued by the legal
assistant, Directorate of Cottage Industries will have to be produced along with the tender.
i) The several documents forming the contract are essentials part of the contract and a
requirement occurring, in one is as binding as though occurring in all. They are
intended to be mutually explanatory and complementary and to describe and provide
for a complete work.
ii) In the event of any discrepancy, the several documents forming the contract or in
anyone documents the following order of precedence should apply.
(1) Dimensions & quantities
Bidder Signature Executive Engineer (M&E),
(3) Schedule “B” of the Tender
(4) Specifications.
iii) In case of defective description or ambiguity, the Engineer-in-charge should issue
further instructions directing in what manner the work is to be carried out, it is being
understood that the best modern practice is to be followed. The contractor should
forthwith comply with such instructions.
iv) All the conditions of the contract and specifications shall be thoroughly studied and
understood by the tenderer and signed by him in token of having done so they / he that
also sign other documents of the tender.
v) The contractor should take no advantage of any apparent error or omission in
specifications and the Engineer-in-charge shall make such corrections and
interpretation as necessary to fulfill the intent of the plants and specifications.
24] TOOLS & TACKLES
a) The contractor shall, at his own expense provide all the materials, labour, haulage, power,
tools, tackles and apparatus necessary to execute and complete the works.
25] FORCE MAJURE
Either party to the contract shall not be liable for its failure in performing any provision of the
contract such failure or delay is caused or resulted from an Act of Nature such as floods, earth
quakes, lightening, cyclone, wars, civil riots, strikes, national emergencies, civil disturbances
or on account of any law or order proclamation made by the central/state Government.
26] COMMERCIAL TERMS & CONDITIONS
The rates shall be offered inclusive of all Prevailing levies & taxes but excluding GST.
27] CONDITION FOR EMPOYEES PROVIDENT FUND AND MISC PROVISIONS
The agency shall be responsible for complying with the provisions of the employees’ Provident
fund and miscellaneous provisions Act, 1952 scheme and modifications of the Act from time to
Bidder Signature Executive Engineer (M&E),
The contractor shall get themselves enrolled with the Regional Provident Fund Commissioner or
any competent office appointed under the act and shall have to got separate number in respect of
their respective establishment as defined in Sec. 3 of the employees provident fund Act and shall
discharge all the liabilities arising out of aforesaid Act as provided in para 36A of the scheme and
other provisions of the Act.
“The Engineering in charge on receiving report from the Competent Inspecting officer under the
said act shall have the power to deduct from the payment to the contractor any sum required or
estimated to be required for making good the loss / suffered by the worker or workers by reason
for non fulfillment of the condition of the contractor for the benefit of the workers under the said
Act. The contract shall indemnify GIDC against any payment to be made for the observance of
the regulations aforesaid.
The contractor shall produce his certificate of registration with RPFC while entering to
agreement; the same shall be produced within one month from the date of work order. If the
contractor fails to produce proof of its registration R.P.F.C and an amount of equal to 3% (or
applicable) of the gross amount payable to the contractor shall be recovered from his running
account bills from the 1st R.A. bill and this deductions shall be continued to be made from each
R.A. bill of the rate of 3% (or applicable) of the gross amount of the R.A. bill till registration
from RPFC is obtained and produced to the GIDC.
In all 3% (or applicable) on the total gross payment made for the work shall stands to be
recovered from the running account bills to contractor, if even till completion of works and
deducting the amount 3% (or applicable) contractor has not registered its establishment with
R.P.F.C security deposit when payable shall also not be refunded till the clearance certificate of
the compliance of the provisions of the Act is obtained by the Contractor and produced to the
Executive Engineer. Contractor shall sign indemnity bond in prescribed Performa in favor of
GIDC but amount shall be with held till RPFC registration certificate is received by GIDC.
Agency shall follow the Labour Contract Act:
The contractor tendering for the work shall have to obtain license under the labour contractor
(Regulation and Abolition) Act, 1970 within a week of award of work and comply with all the
Bidder Signature Executive Engineer (M&E),
amenities for the amenity, if not provided by the Contractor. Such amenity shall be provided by
the GIDC, as principal employees as his representative within the prescribed time and the
expense incurred by the principal employer providing the amenity shall be recovered by the
amount payable to the contractor. The contractor shall act in accordance with the provision of the
Act in all respect and shall above the principal employer shall nominate a representative duly
authorized by him to be present at the time of disbursement of wages and it shall be the duty of
such representative to certify the amount paid as wages in such manner as may be prescribed.
The contractor shall provide every facility to the principal employer to maintain registers and
records giving particulars of contract labour employer. The nature work performed by the
contractor labour the rates of wages paid to the contractor labour and such other particulars that
are prescribed or may be prescribed under the provisions of the said Act.
28) DECLARATION FORM
a) I / We hereby declare that I/ We have visited/understood the site and fully acquainted
myself/ourselves with the local situation regarding materials, labour and other factors
pertaining to the work before this tender.
b) I / We declare that I /We have carefully studied the conditions of contract, specifications &
other tender documents of this work and agree to execute the same accordingly.
SIGNATURE AND THE SEAL OF BIDDER
Bidder Signature Executive Engineer (M&E),
PRE-QUALIFICATION CRITERIA
(1) Prequalification criteria for the Mechanical /Electrical works.
(1.1) Eligibility:-
(1.1.1) Bidder's registration:-
(1.1.1.1) Bidder shall have valid registration with valid “E1” class & above Electrical
Registration with Gujarat state R&B Department Electrical Wing and having
valid electrical contractor license issued by Gujarat state R&B Department
Electrical Wing .
(1.1.1.2) If the Contractor’s registration in the required class & category with Gujarat
state R&B Department Electrical Wing is expired on or before the last date of
online bidding period of the tender, the bidder must submit through online
in electronic form the application for renewal of the same with the
concerned department along with receipt of fees paid for it. In such cases,
the bidder at his own responsibility must produce valid renewed
registration certificate in the required class & category with Gujarat state
R&B Department Electrical Wing before the date of opening of Technical Bid.
Failing to which the bidder shall be disqualified for opening of his price bid.
Bidder will solely be responsible for obtaining the required registration.
(1.1.1.3) In context to above Para (1.1.1.2), it is clarified that the bidder who is having
registration in class & category below than the minimum required class &
category and the bidder has applied for up-gradation in required class and
category with Gujarat state R&B Department Electrical Wing shall not be
considered valid. In such cases the bidder shall not be considered eligible for
(1.1.1.4) The bidder, who is registered in appropriate category of C.P.W.D., M.E.S.,
Railways and Indian state government, can also bid provided the bidder
produce such registration certificate at the time of bidding and obtain
registration in required class & category from the Gujarat state R&B
Department Electrical Wing before issuing work order. Bidder will solely be
responsible for obtaining the required registration.
Bidder Signature Executive Engineer (M&E),
Note :- Joint Venture (JV) /MOU is not allowed.
1.2. Litigation history:
(1.2.1) The applicant should provide accurate information on litigation
and/or arbitration resulting from contracts completed or under
execution by him over the last five financial years. A consistent
history of arbitration awards/judgments against the applicant or
any partner of a joint venture may result in disqualification for
proposed work. If the details of litigation history is hidden by the
applicant and later on it comes to knowledge of the employer the
bidder shall be disqualified for the proposed work and other
appropriate action shall be taken against the bidder.
(1.2.2) Information of litigation history in following statement to be
submitted, if any other wise Nil / Not Applicable statement to be
LITIGATIONHISTORY
Sr. Name of Work Financial Brief Departm Whether Details of Wheth
No. Contract Completed Year Detail of ent in awards / result of er
or Under the Oppositi Judgements Arbitration Judge
Execution arbitratio on is pending / Judgement ment
Litigation Favour
(Signature of bidder)
Bidder Signature Executive Engineer (M&E),
(1.3) Affidavit regarding Termination / Blacklisting / Ban / Registration kept in
(1.3.1) The bidders shall be disqualified for opening of his price bid if he is under
blacklist and / or under ban and /or his registration is under abeyance by
any Central / State Government Department, Board, Corporation,
Municipal Corporation, Municipality, Government Local Bodies,
University etc.
(1.3.2) The bidder shall have to submit prescribed notarized affidavit on
appropriate stamp paper as under, failing to which the bidder shall be
disqualified for opening of his price bid.
Affidavit regarding Termination / Blacklisting / Ban / Registration kept in
(To be submitted on Rs.300/- stamp paper & notarized.)
Name of work :-
capacity of _________________Do hereby solemnly affirm and declare as under.
We are not under blacklist and / or under ban and /or our registration
has not been kept under abeyance by any Central / State Government Department,
Board, Corporation, Municipal Corporation, Municipality, Government Local Bodies,
University etc. as on date of participating for this bid.
Date :- Authorised signatory
Bidder Signature Executive Engineer (M&E),
(1.4) Machinery / Equipment: -
Bidder shall have to submit a prescribed notarized undertaking on Rs.300/-
stamp paper for deploying machinery/equipment for the work under tender as
Undertaking for deploying Machineries/Equipments/Tools & Plants
(To be submitted on Rs.300/- stamp paper & notarized.)
Name of Work: -
Indicative List of minimum Plant & Equipment to be deployed on Contract Work.
Sr. Type of Equipment Minimum No. of equipment
1 All required machinery/ Tools & Tackles for execution of SITC of Pumping Machinery
along with all allied accessories at GIDC, Mudetha I.E.
I/We hereby undertake that if I/we awarded the above said work then I/we shall
deploy all Machineries/Equipments/Tools and Plants etc. as shown in the Appendix-B
in fully working condition and utilize the same while execution of the work.
We also undertake that i/we shall deploy other Machineries/Equipments/Tools and
Plants etc. over and above shown in Appendix-B in working condition and utilize the
same as per instruction of Engineer-In-Charge.
Failing to above we shall not object any action taken against us within the tender
In case of any dispute, GIDC’s decision shall be final.
Date :- Authorized signatory
Bidder Signature Executive Engineer (M&E),
(1.5) Bidding in E-tendering:-
(1.5.1) Submission of documents must be through e-tendering i.e. electronic form,
unless specified in Para (1.6).
(1.5.2) All of the online submitted documents must be clearly readable, failing to
which the same shall be considered as void.
(1.5.3) Bids of those bidders who have submitted all information, statistical details as
required in the bid documents through E-Tendering will only be considered. If
the employer desires any clarification, for verification/clarification, ambiguity
of difference found in the documents/statistical details submitted online (by
e-tendering) by the bidder the same shall be furnished within stipulated time
otherwise further processing will be carried out in absence of above and the
bidders shall be liable for any consequence.
(1.5.4) No bidder can participate in more than one bid for proposed work.
(1.6) Submission of documents :-
(1.6.1) Following documents/papers shall form part of the bid & must be submitted
through online in electronic form unless specified separately, failing to which the
bidder shall be dis-qualified for opening of his price bid.
(1.6.1.1) D.D. of require tender fee. (To be submitted in electronic form at the time of
online submission of the bid & the same to be submitted in original during
prescribed time period for submission of documents in physical form.)
(1.6.1.2) DD/FDR of required EMD. (To be submitted in electronic form at the time of
online submission of the bid & the same to be submitted in original during
prescribed time period for submission of documents in physical form.)
(1.6.1.3) Copy of valid bank solvency certificate of minimum 20 % amount of the
estimated cost put to the tender of the work. (Bank Solvency certificate issued
during current calendar year is considered as valid up to end of the December of
the current calendar year. 31st march of the next calendar year. In case, where
solvency certificate is not obtained in time, the certificate of previous year will be
considered valid up to the end of March of current calendar year. In some
certificates date of validity is stated. In such cases the same stated date is
considered for validation instead of end of December of the current calendar
(1.6.1.4) Copy of relevant required Registration Certificate / Certificates. (In case of
renewal, copy of application & receipt of fee paid.)
(1.6.1.5) Litigation history as per Para (1.2).
(1.6.1.6) Affidavit regarding Termination / Blacklisting / Ban / Registration kept in
Abeyance as per Para (1.3).
(1.6.1.7) The undertaking for deploying machinery/equipment for the work under tender
as per Para (1.4).
Bidder Signature Executive Engineer (M&E),
(1.6.2) Following documents/papers shall also form part of the bid, but these
documents are not mandatory to be submitted through online in electronic form.
However, the same shall be submitted in physical form, if not submitted through
online in electronic form, within time period given by authority holding the
digital key, failing to which the bidder shall be dis-qualified for opening of his
(1.6.2.1) Copy of registration certificate of firm / documents of public limited / private
limited / partnership firm / proprietor firm, whichever is applicable. For
example, Partnership Deed, Certificate of incorporation, Memorandum of
association, Article of Association etc.
(1.6.2.2) Copy of Power of Attorney, if any.
(1.6.2.3) Copy of PAN Card.
(1.6.2.4) Copy of latest income tax return certificate. (Note :- latest income tax return
certificate means the income tax return certificate of the last completed
financial year for which pre-determined/extended time period by the Income
Tax Department for filing income tax return is over on or before last date of
online submission.
(1.6.2.5) Copy of Goods & Services (G.S.T.) registration certificate.
(1.6.2.6) Copy of RPFC registration certificate.
(1.6.2.7) Copy of RPFC Challan of any of the completed last three months from the month
of last date of online submission of the tender.
(1.6.3) Following Undertaking / Declaration to be incorporated on (n) Procure
website in such a manner that without attending this undertaking / declaration
the tender cannot be uploaded.
Bidder Signature Executive Engineer (M&E),
UNDERTAKING / DECLARATRION
“I hereby declare that I have after thoroughly understand the Pre-Qualification
criteria / conditions and the details filed & documents submitted are true and
correct to the best of my knowledge and belief. I shall not have any objection
against any action taken by GIDC if any of the information submitted is found to
be incorrect / false.”
(1.6.4) Any information, data, statistics etc. which are not related to bid document will
not be considered in evaluation even through furnished by the applicant.
(1.6.5) In accordance with stipulated of Para (1.6), employer reserves the right to call
any information/documents which is mandatory, essential and critical for the
purpose of evaluation. Any information provided by the applicant after last date
of electronic submission will not be considered in evaluation, unless except the
employer has specially asked for any information/document, which is
mandatory, essential and critical for evaluation of PQ document. If required
information is not furnished within stipulated time, proposal will be liable for
(1.6.6) If any of the information provided by the bidder is found false during scrutiny or
at the later stage, his EMD shall be forfeited and he shall be disqualified for the
proposed work. In case when bidder has furnished exemption certificate in lieu
of EMD, an amount equal to EMD shall be appropriated from his FDR pledged to
avail of exemption certificate. If any of the information provided by the bidder is
found false after award of work, the performance security of the bidder shall be
forfeited and the contract shall be terminated.
(1.6.7) Authority holding the digital key ((n) code solution), respective Executive
Engineer of M&E branch and Account Officer / Divisional Accountant of the
respective Division office shall be jointly liable to download, evaluate, verify all
online documents submitted by the bidder with respect to Pre-Qualification
(1.6.8) Accordingly, concerned Pre-Qualification committee shall decide to qualify / dis-
qualify the bidder & circulate / issue minutes of the meeting to concerned for
further action.
Bidder Signature Executive Engineer (M&E),
SELF EVALUATION FORM
Component Requirement as per tender Remarks
DETAILS FURNISHED BY BIDDER
1 Rs.1062.00/- by DD D.D. No. and Date
2 EMD Rs.18038.00 by DD / FDR D.D. / F.D.R. No. and Date
Bank 20% amount of Estimated Cost Amount in Rs.
3 Solvency i.e. Rs. 3,60,774)
Certificate (Refer Para 2.8.1.3) Date of Issue
Valid up to Date.
(A) Bidder shall have Valid "E1" Name of the Department
Class and above R&B Electrical
Valid Up to Date
4 certificate (B)Valid Electrical contractor Electrical Contractor
(Electrical) License
Valid Up to Date
Litigation History (Refer Para 1.2)
Details shall be
Affidavit regarding Termination / Blacklisting / Ban / given on Rs. 300/-
6 (Refer Para 1.3)
Registration kept in Abeyance stamp paper duly
Bidder Signature Executive Engineer (M&E),
Details shall be
Machinery/Equipment: Proof of deployment of required
given on Rs. 300/-
7 minimum machinery / equipments mentioned in (Refer Para 1.4)
stamp paper duly
8 Registration certificate / Documents of /public Limited / To be furnished
Private Limited/ Partnership deed / Proprietor Firm. whichever is applicable
9 Power of Attorney
10 Latest year (A) Year of Income tax Return filed Assessment Year
return filed and Name
Details (B) PAN Card No. PAN Card No.
11 Goods and GST No. GST No.
(GST) Number Name
(A) RPFC Registration Certificate No.
certificate & (B) RPFC Challan of any of the completed last three months from the
RPFC Challan month of last date of submission of the tender.
13 Truth fullness certificate
PQ application must be submitted on prescribed format attached in
14 PQ application
tender documents.
15 Qualified or
Bidder Signature Executive Engineer (M&E),
LETTER OF PRE-QUALIFICATION APPLICATION
The Superintending Engineer,
Having examined the Pre-qualification documents attached with this bid including scope of work & frame of
construction, we hereby submit all the necessary information and relevant documents for qualifying us for
bidding for this work through e-tendering i.e. in Electronic form.
The application is made by us on behalf of
In the capacity of ________________________________________duly authorized to submit the offer.
It is certified that the information furnished in these documents are authentic. We shall gracefully accept the
Pre-qualification and shall not litigate the issue of Disqualification upon the scrutiny of this application of ours.
We, undersigned, accept that the Notified Area Authority reserves the rights to reject any or all applications
without assigning any reason.
Signature of applicant
Name in Brackets Incl. Title & capacity in
which application is made.
Bidder Signature Executive Engineer (M&E),
GENERAL CONDITION OF CONTRACT
(1) All materials to be used shall conform to the relevant specifications as per latest edition of Indian
Standard, unless otherwise stated in the detailed specifications of items of work.
(2) Wherever a reference to any Indian Standard appears in the specification, it shall be taken to mean
as a reference to the latest version of the standard.
(3) Tests for materials shall invariably be got carried out by the contractor, when the same are specified
in the specifications. Tests shall also have to be carried out, even though the same are not
specifically mentioned in the specifications, if in the opinion of the Engineer-in-charge, the same are
required to be carried out. All such tests shall be got carried out in Government or at approved
laboratories and cost thereof shall be entirely born by the contractor.
(4) No collection of materials shall be made before it is got approved from the Engineer-in-charge.
(5) Collection of approved materials shall be done at site of work in a systematic manner. Materials shall
be stored in such a manner as to prevent deterioration or intrusion of foreign matter and to ensure
the preservation of their quality and fitness for the work.
(6) Materials, if rejected by the Engineer-in-charge, shall be immediately removed from the site of work.
If they are not removed within twenty-four hours of receiving such intimation, Engineer-in-charge
shall get the same removed at contractor’s cost.
The Engineer-in-charge shall dispose of such materials in a manner as he chooses and the contractor
shall not be entitled to any compensation for the cost of such materials.
(7) Approval to the samples of various materials given by the Engineer-in-charge will not absolve the
contractor from the responsibility of replacing the defective material brought on site or 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-
(8) The contractor shall be responsible for observing the law, rules, and regulations imposed under the
‘Minor Mineral Acts’ and such other laws and rules prescribed by Government from time to time.
Free Maintenance Guarantee Period Clause
1) Free Maintenance guarantee period:
The contractor shall also undertake Five (05) years comprehensive free maintenance
contract starting from the date of completion of the work.
Bidder Signature Executive Engineer (M&E),
1.1.) The contractor shall have to give Five years’ maintenance guarantee period from the
certified date of completion of work as per clause of B1 agreement attached herewith.
During this period contractor shall have to maintain & repair the pump and accessories
& other works done under this contract by him at his risk and cost as per direction of
the Engineer-in-charge of GIDC.
The requirement and nature of repair work will be decided by Engineer-in-charge and
will be binding to contractor. If any discrepancy regarding maintenance work, final
decision to be taken by Executive Engineer (M&E), GIDC, Mehsana.
1.2) The maintenance work shall be carried out by the contractor as and where required
and asked by the Engineer-in-charge without fail & within the period given by
Engineer-in-charge.
The contractor shall attend the complaint in maximum 48 hours and rectify it to the
satisfaction of Engineer-in-Charge.
1.3) Maintenance works for all works done under this contract:
During the Free maintenance guarantee period as described under Para 2.1, Contractor
shall be responsible for maintaining the pump and accessories & other works done under
this contract in best of condition by carrying out the routine maintenance works as decided
by the Engineer-in-charge. The routine maintenance work shall be carried out as per
direction of Engineer-in-charge.
Special repairs shall be carried out for keeping the pump and accessories in working
During the maintenance guarantee period, contractor shall have to do the periodic
services of pump and accessories at his risk and cost as per direction of the Engineer-
in-charge of GIDC.
1.4) GIDC reserve the right to withdraw the maintenance work at any stage. The decision of
GIDC will be final and binding to the contractor.
1.5) NO PAYMENT TOWARDS MAINTENANCE WORK: -
If the contractor does not maintain the pump and accessories & other works done
under this contract to the entire satisfaction of Engineer-in-charge, GIDC will undertake
repairs of pump and accessories & other works done under this contract by themselves
and the expenditure so incurred shall be recovered from Maintenance Guarantee Bond.
GIDC reserves right to en-cash Maintenance Guarantee Bond.
Bidder Signature Executive Engineer (M&E),
CODE OF PRACTICE
CODE AND STANDARDS:-
The entire earth system shall conform to the following latest Codes , standards and rules as applicable.
1. IS 3043 – 1966 Code of practice for earthing.
2. Indian Electricity Act
3. Indian Electricity Rules
4. Indian Electricity Rules
5. National Building Codes
6. Beauru of Indian Standard (BIS)
All codes and standards mean the latest. Where not specified otherwise the installation shall generally
follow the Indian Standard Codes of practice in absence of Indian standard
ELECTRICAL WIRING AND INSTALLATION OF INSTRUMENTS
Electrical wiring from energy meter to motor through switch & control panel is to be done as per DISCOM /
TPL Rules by the Contractor at his cost all electrical instruments such as control panel, switches, starters,
meters etc. will be installed properly and earthing is provided as per rules. This shall include cost of
cables/wires and all other materials required for the purpose Test report of licenses contractor shall be
provided to DISCOM /TPL for electrical installation & for capacitor.
Installing testing and commissioning should be as per instructions of Engineer at site; any mal-functioning
of the equipment system due to faulty installations shall have to be rectified at contractor risk and cost.
All fitting, accessories or apparatus which may not have been specifically mentioned, but some are usually
necessary in the equipments of similar plants or for the efficient working of the equipments shall be
deemed to be included in the contract without any extra charges. All plants and apparatus shall be
completed in proper manner whether the same may be considered in specifications. All electrical
equipments shall be properly earthed by providing necessary suitable size earthing wire / strip.
Bidder Signature Executive Engineer (M&E),
1) All the specials like pipes, bend, valves, flanges, erection clamps etc. shall have to be fabricated
as per relevant IS specifications where ISI is not available.
2) Test report of licensed contractor to be provided to GEB / TPAEC for electrical installation. The
latest test report for capacitors should also be furnished.
Installation, testing and commissioning should be as per instruction of Engineer at site. Any mal-functioning
of the equipment system due to faulty installation shall have to be rectified at contractor’s risk and cost
Bidder Signature Executive Engineer (M&E),
Name of Work: SITC of Pumping Machinery along with accessories with 5 year free
comprehensive maintenance Guarantee Period @ Mudetha GIDC Industrial Estate
Sr. No. Item Unit Approximate Rate Place of
Quantity Delivery
Bidder Signature Executive Engineer (M&E),
Name Of Work: SITC of Pumping Machinery along with accessories with
year free comprehensive maintenanace Guarantee Period @ Mudetha
Industrial Estate.
Sr. Item Description Qty. Unit Rate/Unit Amount Excl. GST
No. Excl. GST (Rs.)
PART - I- FOR BORE WELL.
Supplying submersible pump set 2.0 Set 117502.39
for bore of 250mm/300 mm. dia
having 3 phase motor capacity
about 60 H.P /80 H.P discharge
capacity having below working
at 3 Phase 400/440 volt 50 c/s
AC Supply & 2900 R.P.M.
a) Capacity: 600 to 800 LPM.
b) Head range : 182 to 265 mtrs
c) Duty point : 250 mtrs
d) The pump shall have best
efficiency at duty point &
Suitable to 100 mm Delivery
pipe e) Pump should have
Minimum number of Stage and It
should be Suitable for bore dia
f) Supply 3 phase. 415 V, 50 Hz
g) Method of starting :ATS
h) The guaranteed minimum
overall efficiency of pump shall
be as per the ANNEXTURE– ‘B’
attached herewith. The pump
having overall efficiency less
than the specified in
ANNEXTURE-B shall not be
Supply of Flat PVC insulated flat 350.0 Rmt. 993.84
submersible cable as per
detailed technical specification
2 of R/C of GWSSB conforming to
IS 694,iec 60227/60228 having
size of 1 x 3 x 35 sq. mm.
Suitable to above pump set
Bidder Signature Executive Engineer (M&E),
Supplying and erecting approved 2.0 No 87191.28
make3 phase motor control
panel (ATS) made from 16 G.
CRCA sheet duly painted with
epoxy power paint inside and
outside with hinged doors and
locking arrangement, consisting,
of suitable switch of AC 23 duty
with HRC fuses (Cat.III), starting
and running contactors, overload
relay, Automatic water level
controller, Electronic timer with
master timer CT operated
Ammeter with selector switch,
Voltmeter with selector switch,
phase indicating lamps, single
phasing preventer , water level
guard, over load, start, run and
stop push buttons, air cooled
auto transformer with 60%, 70%,
80% tapping with required
protection relays and control
accessories. Panel to be
erected on angle iron frame
grouted on wall as directed.,
contactors relays, timer etc.
shall be of L & T Siemens /
Cutler Hammer make. Suitable
to above Pump-Motor Set. ATS
from 91 to 100 HP.
Providing & erecting approved 2.0 No 20946.39
make Four pole moulded case
circuit breaker having breaking
capacity/strength ICU of 35 K.A.
at 415V. having normal current
rating up to 250A. with variable
4 thermal & magnetic release
suitable to work on A.C.supply
50 c/s. with all internal
connections & complete erected
on polished wooden board/ in
existing 16 G.M.S housing.ICS =
100% of ICU only.CAT III
Supply of 100 mm diameter of 240.0 Rmt. 1130.19
SUPER HEAVY UPVC column pipe
5 with coupler and wire locks in
approximate length of
mtrs,35 kg /cm^2 waight.
Bidder Signature Executive Engineer (M&E),
Supply of SS TOP & BOTTOM 2.0 Set 3872.34
accessories with pump guard set
6 suitable to item no.5 as directed
by Engineer - in - charge with
necessary plumbing as desired.
Supplying & erecting G.l. bend 8.0 No 548.43
for pipe connections suitable for
7 100 mm dia column pipe. (04 nos
for bore well + 04 nos for UG
Supplying & erecting ISI Marked 2.0 No 486.82
100 mm dia G.l. Union for pipe
connections suitable for 100 mm
dia column pipe.
Providing and erecting ISI mark 5.0 No 4077.37
CI Double Flanged 100 mm sluice
valve as per IS :14846 including
all taxes,insurance
,transportation ,freight, charges
,octroi,inspetion charges
9 ,loading,un loading,conveyance
to departmental stores ,staking
etc.complete with ISI mark only
. P.N,1.6 With hand wheel /cap
operated (PD type Short Body)
(2 no for Bore well + 3 no for UG
Providing and erecting ISI mark 3.0 No 6062.02
100 mm C.I Non Return valve
including all taxes,insurance
,transportation ,freight, charges
,octroi,inspetion charges
,loading,un loading,conveyance
to departmental stores ,staking
etc.complete with ISI mark only
, IS 5312 ,PN-1.6 (1 no for Bore
well + 2 no for UG sump)
Supply of errection clamps with 4.0 Pair 282.80
nut & bolts Clamp made from
M.S. plate with 3 holes on either
side with nuts & bolts of std.
Make and suitable size
4"(Width)x 1.5"(Thickness)x 24"
length flate suitable to 100 mm
dia column pipe & 300 mm dia
Borewell. (2 pair for bore well+
2 pair for UG sump)
Bidder Signature Executive Engineer (M&E),
Supply of all flanged, heavy duty 2.0 No 1523.08
CI Tee as per IS 1538/
specification suitable for use
with C.I. column pipe of 100 mm
dia. size of C.I. Tee- 100 x
x 100 mm dia Supply of M.S.
Blind blank flange having 15 mm
thickness. With standard holes
for 12.5 mm dia bolts. (1 nos
for bore well + 1 nos for sump)
Supplying & erecting in earthpit 2.0 No 5842.85
of minimum bore dia. 225mm
size approved make Safe
Earthing Electrode consisting
Pipe-in-Pipe Technology as per
IS 3043-1987 made of corrosion
free hot dipped G.I.Pipes having
Outer pipe dia of 80 mm having
80-200 Micron galvanising, Inner
pipe dia of 40 mm having 200-
250 Micron galvanising,
connection terminal dia of
mm with constant ohmic value
13 surrounded by highly conductive
compound with high charge
dissipation suitable for following
type of applications with
chamber and heavy duty
cover.(approved make OEM has
to submit test certificate
including value of earth
resistane of installation. (A).For
electrical installation up to
V length of pipe 1 Mtr back
filling compound -1 Nos of bag of
15 kgs. (1 no for bore well +
nos for sump with pump house)
Lowering of submersible motor 1.0 Job 2996.67
pump set complete with
required. Nos. and size of casing
pipes erected by means of
proper chain pulley block & pipe
wrenches after checking of
threads of each pipe with
coupling to take the load of the
pump set and pipe assembly
filled up with water. Above
mtr & up to the depth as
directed by Engineer-In-Charge
Bidder Signature Executive Engineer (M&E),
Design, Supply, Installation, 1.0 No 66495.37
Testing, Commissioning of Full
Bore 100 mm dia
Electromagnetic flow meter with
factory calibrated, Regular
Power Operated, flanged
connection, Flow sensor,
Indicator, transmitter and
totaliser with all accessories viz.
(I) Flow Meter/ Sensor:DC pulsed
type, IP 68 Protection, Flanged
process connection as per IS
1538 or equivalent standard,
SS304/ Metallic Alloy Flow Tube,
SS316/ SS 316 L/ Hastelloy
Sensor, SS316/ Hastelloy
Grounding Ring/ Inbuilt
Grounding Electrode, Neoprene/
Polyurethane/ Hard Rubber/
Rilsan lining, SS304/ Die Cast
Aluminium/ Carbon steel with
Anticorrosive Paint Coil Housing
with Junction Box, CS
flanges.(II) Flow Transmitter/
Converter ( Remote Field
Mounted):Microprocessor based,
Modular design, 2 line LCD for
indication of actual flow rate,
forward, reverse, sum totaliser
display, ±0.5% accuracy at 0.3 to
4 m/sec velocity, 4 to 20 mA
with HART/Modbus output, one
scalable pulse, one
statusoutput, IP 67 protection,
Die cast aluminium/
polycarbonate/ SS316 with
Anticorrosive Paint/ PU finish
with glass window enclosure,
Inbuilt EEPROM and Data Logger,
20 meters cable length for
sensor to transmitter
communication etc alongwith
wall mounted/ stand ounted
Bidder Signature Executive Engineer (M&E),
Design, Supply, Installation, 3.0 No 1039.29
Testing, Commissioning of
Pressure Gauge, ±1% accuracy,
Direct bottom 1/2" NPT (M)
process connection, IP
Glycerine filled, SS304 Case with
Bayonet Type Bezel, SS316 L
16 Bourdon Tube, SS 316 Movement
material, Aluminium dial with
black graduation on white
background, Micro Zero
adjustable pointer, neoprene
gasket, Blow out disc, shatter
proof glass, SS tag plate etc as
per IS 3624. 100 mm Dial Size (0
Total Amount Part - I (Rs.) :-
Total Amount Part - I (Rs.) :-
PART - II- PMC FOR UNDER GROUND SUMP.
Providing & erecting open well 2.0 No 35026.80
horizontal mono block pump set
having 3 Phase 400/440 Volt,50
C/S,A.C Supply & 2800 RPM
following IS 9079 at
departmental stores with
following MOC: Casing:CI-
FG260,Impeller:Bronze &
Shaft:SS:410 having 500 to
in LPM @ 15 to 30 mtr Mtr head
17 suitable for 100 mm dia delivery
i) Discharge capacity range =
LPM to 900 LPM (1 Working +
ii) head range = 15 to 30 Mtrs.
Duty point =20 mtr
iii) Impellers : SS(Stainless
iv) Delivery size : 100/150 mm
Providing and erecting ISI 60.0 Mtr 146.45
marked PVC insulated PVC
Sheathed Flat flexible
Submersible copper cable
approved make of following
Size. (C) 3 Core x 4 Sq. mm
Bidder Signature Executive Engineer (M&E),
Supplying & erecting approved 2.0 Set 15818.62
make motor control cubical
panel (STAR-DELTA) made from
16 G. CRCA sheet duly epoxy
powder painted inside and
outside with hinged doors and
locking, arrangement consisting
of suitable size of ON- OFF
isolator (AC - 3/23duty) main
fuses, single phasing preventer,
indicating lamps for R- Y - B
phases, overload relay,
Automatic water level
controller, Ammeter, Voltmeter
each with two way selector
switch incoming, wires duly
socket crimped, main contactor
& overload relay, start - stop
push buttons, to be erected on
angle iron frame grouted on wall
as directed. The isolator,
overload relay & contactors will
be of L & T, Siemens or BCH
make only. (D) S/D up to 15 HP
Bidder Signature Executive Engineer (M&E),
Providing & erecting weather 2.0 Sq. 14902.55
proof, dust & vermin proof, floor mtr
mounted front operated indoor
type cubical panel board having
IP-64 protection made from
SWG thick CRC M.S. sheet for
outer body & doors, 16 SWG
thick CRC M.S.sheet for internal
partitions with necessary
supporting angles, flats including
cutting, bending, drilling,
welding, riveting with internal
partitions & cable alley as per
requirements & instruction of
engineer-in-charge with erection
of supplied switch gears,
BUSBARS, with suitable size of
inter connecting PVC copper
wire / copper-aluminium strips,
rubber grommets, rib, bakelite
control fuses for measuring
instruments, earth bus & earth
bolts, foundation flange - bolts-
base Plates, sufficient nos. of
hinged doors, handles with
locking arrangement and rubber
gasket complete. The Panel shall
be painted with epoxy powder
coating. (The rates excludes the
cost of switchgears, bus bars,
inter connecting mains & Copper
Aluminium strips, meters, Fuses
etc. The dimension shall be
measured excluding base beams)
The panel shall be supplied with
following approved
manufacturers with following
size. (B) The standard companies
switch gear shall be used and
only manufacturers at CPRI
approved factory and shall be
certified by that company whose
switch gears are used after
fabrication for beneficial use
locally fabricated panel box with
Bidder Signature Executive Engineer (M&E),
Supplying and erecting triple 6.0 RMT 1961.42
pole & neutral 440V / 500V
panel mounting Copper Busbars
with four equal Nos. of
electrolyte bus having current
density not more than 1.6 Amp.
/ sq.mm (Rated current / cross
section area) duly wrapped with
21 colour insulating tape for phase
sequence of following current
carrying capacity, erected with
necessary bus bar supports
/insulators, main cable socket to
each bar, erected in existing
cubical panel with necessary
connections.(A) Suitable for
Supplying and erecting aprroved 1.0 set 2834.06
make 3 Phase Digital Ammeter &
Voltmeter having 3.5 digit LED
display 0 to 750 AC volt range
22 for volt meter and 0 to 1000 A
for A-meter erected on existing
panel board with all connection
wiring and manufacturer
calibtration certificate.
Supplying and erecting approved 6.0 No 43.43
make set of indicator lamps of
LED type lamp, lens cover,
Bakelite holder complete
erected with necessary
Supplying and erecting APP type 25.0 KVAR 287.85
capacitor suitable for 415 v 50HZ
24 3 phase AC power supply with
earting terminals and test
Providing and erecting 25.0 RMT 378.75
XLPE(IS:7098)(I)-88 ISI armoured
cable multistrand Aluminium
conductor for 1.1 KV. to be laid
25 on wall with necessary clamps or
in existing trench / pipe of
following size of cables (D) 3 x
1/2 core x 70 Sq. mm ( 35 Sq.
Providing and erecting LT CT 3.0 nos 274.72
with bar primary 50/05 to
26 1000/05 ration 15 VA burden
erected in existing CRCA box
duly secured with insulating
Bidder Signature Executive Engineer (M&E),
material connected to the meter
Supplying and erecting aprroved 1.0 nos 5102.52
make PF meter having 150 mm
dia balanced and un balanced
load to work with provided CT
27 100/5 amp to 400/5 Amp ration
and other assesories complete
erected in MS box and connected
to circuit by PVC copper core
Supplying and erecting aprroved 1.0 nos 1078.68
make single phasing preventor in
MS enclouser with wiring up to
Miniature circuit breaker single 2.0 nos 299.97
pole 6A to 32A suitable to
operate on 240 V A.C. system
29 and having breaking capacity
KA to be erected in existing box.
confirming to IS 8828/1996 with
ISI Mark cat-III
Approved make Four pole 1.0 No. 6173.12
moulded case circuit breaker
having breaking capacity ICU of
25 KA. at 415 V,having normal
current rating up to 100A. with
Fixed thermal & magnetic
release suitable to work on A.C.
supply 50 c/s. with all internal
connections & complete erected
in existing 16 G.M.S.
housing.Rating - 32 Amp/440 V.
ICS=100% of ICU only Cat III.
Supplying ISI Marked (Embossed) 100.0 Mtr. 804.97
following size of Heavy duty “C”
Class G.I . Pipe & erecting as
31 directed by Engineer-in-charge
with necessary plumbing as
desired. (G) Nominal 100 mm
Supplying & erecting Mild Steel 20.0 No 212.10
heavy duty Flanges with rubber
32 packing and hardware materials
for pipe connections suitable for
Nominal Dia : 100 mm dia.
Bidder Signature Executive Engineer (M&E),
Lowering of submersible motor 2.0 Job 1284.72
pump set complete with
required. Nos. and size of casing
pipes erected by means of
proper chain pulley block & pipe
wrenches after checking of
threads of each pipe with
coupling to take the load of the
pump set and pipe assembly
filled up with water
CABLE GLANDS & CABLE LUGS 6.0 nos 103.02
Supply and fixing heavy duty
flange type brass cable glands
with rubber ring for suitable size
PVC armoured cable complete
with out going tails, insulating
tape etc. for following size of
a 3.5 core 70 sq mm. 10.0 nos 66.66
b 3 core 35 sq mm for gland 24.0 nos 27.27
c 3.5 core 70 sq mm for lugs 45.0 nos 22.22
d 3 core 35 sq mm for lugs 2.0 No 35026.80
Total Amount Part - II (Rs.) :-
Total Amount Part - II (Rs.) :-
PART - III- Out Door Street Light.
35 7 Mtr. Long 70 mm Top X 135 8.0 No 11411.99
mm bottom dia, 3 mm thickness
with 225mm X 225mm X 16mm
base plate,Supply and Installtion
of 4 nos. 4 - M20 Bolts and
600mm long J-Bolt. (4 Nos. Per
St. Lght Pole or Above
Foundation ) Hot Dip galvanised
octagonal type Streetlight Pole
complete without Bracket &
accessories with following
specifications.(a) Overall length
of pole : 7.00 mtrs. (b)
Height above ground level :
9.00 mtrs. (C) Length of section
- Out side dia. & Wall thickness
Bottom : 135 mm, Top :
70 mm. (D) PU Base Primer and
PU Paint or radium work on the
pole for pole numbering
Bidder Signature Executive Engineer (M&E),
36 Providing and fixing of heavy 8.0 No 38.38
duty Double Compression type
Brass Cable Gland with rubber
ring suitable for 2 x 4.0 Core x
Sq. MM PVC Insulated Alu.
Armoured cable complete with
outgoing tails, insulating taps etc.
- (2 Nos. Glands Per Sintex Box
on St. Light Pole)
37 Providing and fixing of 2.0 No 13.13
Solderless Crimping Type
Aluminium Lugs (4 Nos. per
termination) conforming to IS
suitable for 1 x 4.0 Core x 10 Sq.
MM PVC Insulated Aluminium
Armoured cable tail complete
erected with insulating materials
for each termination.evenly
crimped with high pressure tool
& connected to switchgear
terminals with brass/cadmium
plated nut bolts in an approved
manner. - (2 Nos. Termination
Per St. Light Pole)
38 Supplying and erecting bakelite 68.0 No 337.80
sheet 6 mm thick HYLAM make
on existing angle iron frame
having the weight 1 KG & Size
suitable to mount on JB with
15A. 10 way bakelite connector
duly erected on existing
board.(incoming & out going
cable) with stud type terminals
suitable for 4 C x 16 sq.mm cable
with ,Providing & erecting 240 V
MCB double pole switch for
lighting Load (B Curve) having
KA breaking capacity & confirms
to IS : 8828 in existing box
having following capacity double
pole 6 A to 32 A, MCB (Cat-III)
with ISI marked suitable to
operate on 240 V, A. C. supply
and having overload & short
circuit triping element and
breaking capacity 10 kA
conforming to IS: 8828 with
mounting clamp with nuts, bolts
& washers suitable for erection
Bidder Signature Executive Engineer (M&E),
on pole with cable clamps &
earth bolt. - (1 No. Per St. Lght
Pole) (Hylam Sheet Area = 12 cm
39 SITC of funnel type pipe 8.0 No 602.57
earthing having 1.50 Mtr. Long
and 25 MM dia. Medium Class
Galvanised iron pipe with
coupling and buch burried in
specially prepared earth pit with
salt & charcoal complete with
necessary double 8 SWG GI earth
wire - 0.8 Kg (2 x 3.5 Mtr. =
7Mtr.) laid upto bolt fitted in pole
for earthing . (Earthing at each
poles) as per drawing - (1 Job
Per St. Light Pole)
40 Providing and erecting Street 8.0 No 561.56
Light pole bracket comprising
main B Class MS pipe of
cm/require outside dia. complete
with suitable B Class M.S. sleeve
tubing of approx. 45cms.length
and suitable for 76.5 mm /80mm
/ required size of pole top having
sufficient fasteners for fixing the
brackets and having spread of
1.0.mtr. length with
deg.with vertical plane (Boom
angle should be 10 Degree) &
suitable welded stays, reducer
and with check nuts complete
painted with one coat of Red
oxide / PU base primer and two
coats of Aluminium / PU paint.
paint with following nos of arms.
SINGLE Arm Bracket 1.0 mtr
Bidder Signature Executive Engineer (M&E),
41 Supplying and erecting 60 Watt 8.0 No 4997.48
LED street light fittings with High
power White LEDs wattage of
Watt and above assembled on
single MCPCB, efficiency more
than 130 lm/w and corrosion free
High pressure die cast aluminum
housing with smooth finish
powder coated and heat sink
extruded aluminium with diffuser
and Polycarbonate optics/ lenses
with company mark/name
engraved or embossed 120 to
300 V,Power Factor more than
to 5700K, Uniformity ratio >0.45,
Luminaire efficiency>
lumens/watt . LED driver
efficiency > 85 %. CREE /
OSRAM / PHILIPS Lumileds /
NICHIA / SEOUL/ LG/BridgeLux
(U.S.A.) make LED used for
luminaire. ( Each fittings required
LM-79 & LM-80 certificates) - (1
No. of Luminaire equivalent to
120 W HPSV (8320 Lumens)
fitting per streetlight pole, Surge-
42 Supplying and erecting Flexible 64.0 No 77.77
PVC insulated multi strand multi
core 1.1 kV grade ISI marked
copper wires of following size to
be erected as directed FR PVC
insulated ISI Marked Stranded
Copper cable having Conductor
3 Wire 2.5 Sq. MM.,3 core round
PVC sheathed in exising pipe/ in
street light pole erected with
Sq. MM. copper conductor FR
PVC insulated stranded wire of
green colour for earth continuity.
43 Providing, laying, erecting 300.0 Mtr. 140.39
,testing & commissioning of 1 x
4.0 Core x 10 Sq. MM, XLPE (IS:
7098 (i) - 88), ISI Mark,
Armoured, Multistranded,
Aluminium Conductor suitable for
1.1 kV grade to be laid at depth
90 Cms under ground or to be
Bidder Signature Executive Engineer (M&E),
laid on wall with necessary
clamps or in existing cable
trench/ pipe at road crossing or
on floor and making the ground
as per original. - For Streetlight
between two poles & Service
44 Providing & laying of approved 250.0 Mtr. 62.62
make 50 MM Nominal OD
Doubled Walled Corrugated Pipes
(DWC) of polyethylene
(conforming to IS 14930 - II)
with necessary connecting
accessories like coupler, Tee, L -
Bow, etc. of same material at
required depth (90 cms)
including excavation for laying of
cable below ground/ road surface
for enclosing cable and back
filling the same to make ground
as per original & as per
instruction of Engineer Incharge -
for Streelight Cable of 1 x 4 core
x 10 Sq. MM and Service cable of
1 x 4 core x 10 Sq. MM. (25 Mtr
Per Between two Pole)
45 Providing & laying of approved 50.0 Mtr. 95.95
make 90 MM Nominal OD
Doubled Walled Corrugated Pipes
(DWC) of polyethylene
(conforming to IS 14930 - II)
with necessary connecting
accessories like coupler, Tee, L -
Bow, etc. of same material at
required depth (90 cms)
including excavation for laying of
cable below ground/ road surface
for enclosing cable and back
filling the same to make ground
as per original & as per
instruction of Engineer Incharge -
for Streelight Cable of 1 x 4 core
x 10 Sq. MM and Service cable of
1 x 4 core x 10 Sq. MM. (2.5
Meter per Pole )
Bidder Signature Executive Engineer (M&E),
46 Supplying & erecting MINI 1.0 Mtr. 1884.66
SECTION PILLAR 60 x 30 x
cms fabricated from 16 Gauge
thick joint legs M.S. Sheet with
angle iron legs 45 cms long made
from 35 x 35 x 5 mm thick.
Jointless M.S. Angle with cable
clamps to be burried in ground to
have appropriate erection to
work Uniform Until erected with
cement concrete foundation and
45 cms high bricks work finishing
with plaster etc. hinged double
door with 3" x 4" vision panel
covered with Mesh & V. panel
overlapping with flap for meter
reading internally supported on
both side, with internal and
outside looking arrangement with
look and keys in duplicate 35 x
35 x 5 mm M.S. Angle of Two
Nos. one is welded and other
with nut and bolt for erecting
backlite sheet. Painting the
Section Pillar inside and out side
with three tank powder coated
paint.. section pillar roof should
be without joint with water
leakage proof & tested as per IP
55 test & followed by IS 2147 of
47 Supplying and erecting bakelite 1.0 No 2311.89
sheet 12mm thick HYLAM make
on existing angle iron frame.
48 Supplying & erecting approved 1.0 Sq. 3168.37
make Digital time switch having mtr
lithium cell 6 years operative and
operate battery backup 1 channel
day clock with 14 memory
programme, suitable to operate
on 240V + 5%, 16A with,
floating contacts Minimum
switching setup time 1 minimum
& LCD display. Also comprised
permanent ON/OFF switching.
Programming switches & housed
in fire proof thermoplastic
enclosure & transparent cover
erected as required with
Bidder Signature Executive Engineer (M&E),
necessary connection erected as
49 Providing & Fixing of 4 pole 440 1.0 No. 2782.55
V 40 A power contactor for time
switch complete erected as per
direction CAT-III.
50 Providing & Fixing of approved 1.0 No. 815.07
make 415 V four pole MCB for
lighting load (B Curve) having
KA breaking capacity confirming
to IS - 8828, with enclosure
having capacity of 40 A.Cat-III.
51 Supplying & erecting funnel type 1.0 No. 7874.97
earthing having earth plate of
following size burred in
specifically prepared earth pit
mtr. below ground with 40 kg.
charcoal and salt with alternate
layers of charcoal & salt,
20mm.dia. G.I. pipe with Funnel
with a wire mesh for watering &
bricks masonry block, C.I. Cover
complete as per para 7.3 of IS
3043 with necessary length of
double Galvanised Iron / copper
earth wire No 6 SWG bolted with
lug to the plate and covered in
12 mm dia. G.I. pipe 2.5 mtr
long complete connected to the
nearest switch gear with end
socket as per direction & duly
tested by earth tester confirming
to IS (As per drawing) with
following specification (C) with
60 x 60x 0.315 cms. Copper
52 Drilling of Road without breaking 40.0 Mtr. 492.88
the road surface for laying of
cable [A] up to 100 mm bore
53 Making trench in soft soil of 250.0 Mtr. 55.55
suitable width of 90 cm deep for
laying cable or locating the fault
all over the run and back filling
the same and making the surface
as normal ground.
Bidder Signature Executive Engineer (M&E),
Total Amount Part - III (Rs.) :-
Total Amount Part - III (Rs.) :-
PART - IV- Electrification for Bore Room
Point wiring for Light / Bell with 8.0 Pt. 449.45
2-1.5 sq.mm & earthwire of
sq.mm (Green) both are of ISI
marked 1.1 KV grade FRLS PVC
insulated multistrand copper
wires, in following type of pipe
to be erected concealed in/ on
surface on wall/ceiling complete
with 6A Modular type switch /
bell push & accessories and earth
54 continuity of following type,
erected on PVC / Metallic box,
single mounting base frame
covered with textured/metallic
front plate modules erected on /
in wall / ceiling as per pipe
erected, with necessary Lamp
holder/ceiling rose /
H.D.Connector as directed. (a)
with medium class Rigid PVC pipe
and accessories. Cat. III
Point wiring for FAN with 2-1.5 2.0 Pt. 638.32
sq.mm & earthwire of
sq.mm (Green) both are of .ISI
marked 1.1 KV Grade FRLS PVC
insulated multistrand copper
wires, in following type of pipe to
be erected concealed in / flushed
on wall/ceiling complete with 6A
Modular type switch and hum
free EME four or more step type
electronic fan regulator with
55 separately mounted and
accessories with earth continuity
of following type erected on PVC
/ Metallic box, single mounting
base frame covered with
textured/metallic front plate
modules erected on / in wall /
ceiling as per pipe erected. with
necessary ceiling rose /
H.D.Connector as directed.(a)
with medium class Rigid PVC pipe
and accessoriesCat. III
Bidder Signature Executive Engineer (M&E),
Point wiring for Individual Plug 2.0 Pt. 475.71
with & earthwire of 1.5 sq.mm
(Green) both are of ISI marked
1.1 KV grade FRLS PVC insulated
multistrand copper wires, in
following type of to be erected
concealed in / on surface of wall
/ ceiling complete with Modular
type switch & 5 pin Plug erected
on PVC / Metallic box covered
with appropriate front plate
modules erected on / in wall /
ceiling as per pipe erected with
following type of accessories. [I]
For 6A Plug with 2-1.5 sq.mm
Cu. Wire. (a) with medium class
Rigid PVC pipe and
accessoriesCat. III
Providing and erecting ISI mark 30.0 Mtr. 33.33
Medium class RIGID PVC PIPES
of following size complete to be
erected on/in wall or ceiling
erected with necessary PVC
fittings & Junction boxes fixed
with adhesive solution & Clamps
with following dia of pipes, in
approved manner as directed (b)
Providing and erecting ISI mark 10.0 Mtr. 67.67
Medium class RIGID PVC PIPES
of following size complete to be
erected on/in wall or ceiling
erected with necessary PVC
fittings & Junction boxes fixed
with adhesive solution & Clamps
with following dia of pipes, in
approved manner as directed (d)
Mains with 1.1 KV grade FRLS 50.0 Mtr. 82.82
PVC insulated ISI marked
stranded Copper conductor wire
in following type of pipe to be
erected concealed in /flushed on
59 wall/ceiling, with 1.5 sq. mm
copper conductor FRLS PVC
insulated stranded wire of green
colour for earth continuity of
following size (a) with medium
class Rigid PVC pipe and
Bidder Signature Executive Engineer (M&E),
accessories(b) 2 wire 2.5 sq. mm
Mains with 1.1 KV grade FRLS 25.0 Mtr. 112.11
PVC insulated ISI marked
stranded Copper conductor wire
in following type of pipe to be
erected in / on wall / ceiling with
2.5 sq. mm copper conductor
FRLS PVC insulated stranded wire
of green colour for earth
continuity of following size(a)
with medium class Rigid PVC pipe
and accessories (a) 2 wire 4 sq.
Approved make ELCBs / RCCBs 1.0 No. 1969.50
conforming to IS: 12640 and
having sensitivity of 30 mA and
Short Circuit withstand capacity
of 6 KA and suitable for
operation on single phase 240 V.
having characteristic of quick
action & tripping with all advance
feature & do not incorporate any
electronic component. for
following Max. rating erected as
directed (i) 25 Amps.DP Cat.III
Providing & erecting 415 V MCB 1.0 No. 737.30
Four Pole for Motor & Inductive
Load (C Curve) having 10KA
breaking capacity & confirms to
IS :8828 in existing box having
following capacity - ( c ) 63 Amp
Providing and erecting Approved 2.0 No. 1596.81
make Ceiling fan with double ball
bearing ISI mark with condenser
sweep complete, canopy and
cms. down rod erected on
existing hook or clamp with
24/0.2 , 3 core flexible wire with
earthing. [Make shall be
approved by Engineer in charge]
Supplying and erecting Fan Hook 2.0 No. 43.43
64 of 10 mm.M. S. Roundbar
grouted in RCC slab with Making
Bidder Signature Executive Engineer (M&E),
the site as original.
Supplying & erecting fan hook 2.0 No. 108.07
box of 10mm MSRound bar
bounded to the RCC bars up to
50 mm length each side and
peirced through 16 gauge MS
box/heavy duty PVC box
complete erected in ceiling with
necessarry fittings
Providing fan clamp of for Ceiling 2.0 No. 98.98
66 fan complete erected with
necessary bolts and nuts..
Providing 2.5mm.thick laminated 2.0 No. 18.18
67 /pvc sheet to cover the fan hook
Supplying and erecting 18 W LED 4.0 No. 1823.05
indoor fittings with LEDs of
wattage 0.2 Watt to 0.5 Watt
assembled on single MCPCB,
with housing used as a heat sink
shall be made of thick sheet Steel
conforming to IS: 513/CRCA
polyester powder coated and
high U.V. & corrosion resistance
with diffuser and/or
Polycarbonate optics with
company mark/name 120 to
V,Power Factor more than 0.9,
THD < 10 %,CCT 4000 K to
6500K, Uniformity ratio >0.7,
Luminaire efficiency>
lumens/watt , LED driver
efficiency > 85 % CREE / OSRAM
/ PHILIPS Lumileds / NICHIA /
SEOUL/Bridgelux(U.S.A.) make
LED used for luminaire. (Each
fitting required LM-79 & LM-80
Certificates) (A) Tube Light with
integral driver (ii) 18 Watts,
Surge - 2KV,IP-20 conventional
Providing and erecting metallic 2.0 No. 81.81
vitrified danger notice board as
per language suggested by
engineer incharge for HIGH
VOLTAGE installation to be
erected as per IS.-2551.
Bidder Signature Executive Engineer (M&E),
Providing pair of rubber hand 1.0 No. 214.12
70 gloves suitable for working on
KV/22 KV supply.
Supplying 12 mm thick rubber 1.0 Sq. 3081.51
71 matting as per IS:15652/IEC mtr
Supplying stand first AID box 1.0 No. 299.97
with antiseptic cream, medicine
for use on wounds due burn,
crepe bandage, gauge bandage,
medicated ready to use bandage
(Band-aid) adhesive tape for
medicinal user, Scissors, anti-
septic solution (Savlon or similar)
etc. (All above contents shall be
of standard makes)
Supplying & erecting ABC powder 2.0 No. 848.40
type 'Ceasefire' type Fire
73 extinguisher as per IS 13849 or
Kg capacity with necessary clamp
for erection on wall
Total Amount Part - IV (Rs.) :-
Total Amount Part - IV (Rs.) :-
Total Amount Excl. GST (I+II+III+IV) (Rs.) :-
Total Amount Excl. GST (I+II+III+IV) (Rs.) :-
Say, Total Amount Excl. GST (Rs.) :-
Say, Total Amount Excl. GST (Rs.) :-
Bidder Signature Executive Engineer (M&E),
*The rates are inclusive of all taxes (Excluding GST)
I / We agree to carry out the above work at ____________ % above ((In Words)
I / We agree to carry out the above work at ____________ % below ((In Words)
Estimated Amount Estimated Amount
Put to Tender Rs.18,03,868/- Put to Tender Rs.18,03,868/-
Add % Above Rs._______________ Deduct% Below Rs. ___________________
Net Amount Rs._________________ Net Amount Rs.___________________
Net In Figure Rs. __________ Net in Figure Rs. _________________
I / We have read the Condition mentioned in this tender and agree to abide by the same.
Signature of Contractor Executive Engineer (M&E)
Bidder Signature Executive Engineer (M&E),
Payment Terms:-----
The payment shall be released as under:
a) The payment of total tendered amount shall be made by installments.
Payments of R.A. Bills shall be made to the contractor as per items, in
measurable units executed according to the specifications duly checked &
certified by D.E.E (M&E), GIDC, Mehsana.
b) The payment on the basis of work carried out shall be made by the GIDC
on presentation of bills in triplicate by the contractor subject to satisfactory
performance of the work and to the satisfaction of the Engineer in Charge.
c) No advance payment shall be made by GIDC for the work.
d) 100% payment of tender item will be released after execution of item and
certified by D.E.E (M&E), GIDC, Mehsana.
e) Payment schedule will be as per follows:-
Sr.No Description % of Full
Tender Rates to be released.
1 On Supply of Items at site duly inspected/tested & 70%
verified by D.E.E (M&E), GIDC, Mehsana
2 After Installation & Testing work in all respect & 15%
duly inspected by D.E.E (M&E), GIDC,Mehsana
3 On Commissioning work completed & duly 15%
D.E.E (M&E), GIDC, Mehsana.
Bidder Signature Executive Engineer (M&E),
SCHEDULE OF QUANTITIES
NOTES:-These preambles apply to all the sections of Schedule of quantities and tendered
rates shall take into account all these provisions in other parts of the tendered documents.
1. The quantities in this schedule are provisional. The contractor will be paid for the actual quantity of work
executed at site at the rates quoted in his tender. The Corporation reserves the right to increase or
decrease any of the quantities or to omit any item of work totally and any claim by the contractor in
these accounts will not be entertained.
2. All the items of work given in this schedule of quantities shall be executed strictly in accordance with the
Indian Electricity Act, the Indian Electricity Rules & Regulations, Requirements of the Electric Supply
Authority, National Electrical Code (NEC) or NFPA 70, is a regionally adoptable standard for the safe
installation of electrical wiring and equipment in the United States. It is part of the National Fire Code
series published by the National Fire Protection Association (NFPA), National Building Code read in
connection with the relevant drawings, specifications and appropriate Indian Standards
3. All measurements shall be taken in accordance with the Indian Standard Electrical installation in Factory
method of measurement of IS 5908/1970 unless otherwise specified.
4. The contractor shall visit the site and shall satisfy himself as to conditions under which the work is to be
performed. No extra claim consequence of ignorance or on grounds of insufficient description will be
allowed at a later date.
5. No alteration, whatsoever, is to be made to the text of quantities of this schedule of quantities unless
alteration is authorized in writing by the Corporation. Any such alteration, notes or additions shall unless
authorized in writing be disregarded when tender documents are considered.
6. In the event of error occurring to the amount column of the schedule, as a result of wrong extension unit
rate and quantity, the unit rate quoted by the Tenderer shall be regarded as firm and the extension shall
be amended on the basis of the rates.
7. All error in totaling in the amount column and in carrying forward totals shall be corrected.
8. All error in description or in quantity or omission of items from the contract schedule shall not vitiate
this variation required by the Corporation.
9. Wherever there are similar items appeared in the schedule of quantities under different headings, then
the lowest rate will be considered.
Bidder Signature Executive Engineer (M&E),
DETAILED TECHNICAL SPECIFICATION
Supplying submersible pump set for bore of 250mm/300 mm. dia having 3 phase motor
capacity about 60 H.P/80 H.P discharge capacity having below working at 3 Phase 400/440 volt
50 c/s AC Supply & 2900 R.P.M.)
a) Capacity: 600 to 800 LPM.
b) Head range: 182 to 265 mtrs
c) Duty point : 250 mtrs
d) The pump shall have best efficiency at duty point & Suitable to 100 mm Delivery pipe
e) Pump should have Minimum number of Stage and It should be Suitable for bore dia
f) Supply 3 phase. 415 V, 50 Hz AC power
g) Method of starting: ATS
h) The guaranteed minimum overall efficiency of pump shall be as per the ANNEXTURE– ‘B’
attached herewith. The pump having overall efficiency less than the specified in
ANNEXTURE-B shall not be accepted.
TECHNICAL SPECIFICATION OF SUBMERSIBLE PUMPSET
The Submersible pump set should be of sturdy construction to facilitate manual loading and
unloading requirements. It should be repaired in workshop with ease and at minimum cost. It
should meet all the basic hydraulic, electric and mechanical requirements needed. The pump
should generally confirm to IS: 8034/ 1976 and the motor should confirm to IS: 9283/
The maximum efficiency is desirable at duty point. There should not be steep fall in efficiency
in the range of +10 % and - 25 % of head variation. The guaranteed minimum overall
efficiency of pump shall be as per the ANNECTURE – ‘A’ attached herewith. The pump with
minimum number of stages will be preferred.
Note -: The pump set to be offered shall have mixed flow type impeller and bowls (stage casing)
mounted with nut bolt (spigot connection). The contractor shall have to give performance test
of submersible pump set at manufacture works at his cost before despatch. The incidental
expenditure shall be borne by the contractor.
PUMP: (Confirm to IS: 8034/ 1976)
Fine grain cast Iron confirming to IS: 210 / 1978, Grade – FG 200, 2 % Ni C.I. and free from
blowholes, stages inclusion and other detrimental defects. Bowls should be provided with
Bidder Signature Executive Engineer (M&E),
renewable wearing rings suitable for lubrication by water and shall be of superior quality.
Casing should be of hydraulically tested up to 1.5 tones shut off pressure.
Impellers should be off closed type ensuring required performance and free of cavitations. The
material will be bronze as per IS: 318, Grade: LTB -
The pump shaft will be guided by bush bearings provided in each bowl. Shaft protection sleeve
is to be provided below impeller shaft assembly. The material of shaft & shaft protection sleeve
should be Stainless steel - AISI - 410 and shaft shall have 0.75 Microns surface finish.
d) Suction casing
The suction casing should be designed and shaped to minimise entry losses, eddy current and
choking of foreign articles. It must be provided with suction strainer made from perforated
bronze / stainless steel sheet of 3mm thickness.
e) Bearing Bush
The materials of bearing sleeve shall be of a lead tin bronze Grade: LTB-3, confirming to IS:
318/ 1962 or as per latest revision.
f) Casing wearing Rings:
The materials for casing wearing rings will be of lead tin bronze Grade: LTB-3, confirming to
IS: 318 / 1962 or as per latest revision. For locking of wearing rings, setscrew may be fastened
at suitable place.
g) Non return valve (NRV)
The design of NRV shall be of instant closing type, and no backpressure should develop
Which may adversely affect the pump set. NRV losses should not exceed 0.8 meter at rated
MOTOR (Confirm to IS: 9283 / 1979)
The electric motor for submersible pump shall be of wet winding type, totally enclosed,
squirrel cage, water cooled and water lubricated induction motor to be operated on 415 +10%
and -15% voltage, 3 phase, 50 Hz, A. C. Power Supply. Motor Dia. should be 250 MM Dia. i.e.
V10 / NB or equivalent type.
a) The motor shall not get overloaded in the full range from full valve open to
b) The motor should be suitable to with stand 10% margin over standard duty
Bidder Signature Executive Engineer (M&E),
The tenderer is required to furnish the following details: -
Brand/ Make Name :
Motor Model :
Type of Duty :
Rated Output in KW/ HP :
Method of starting :
Speed (RPM) :
Motor Efficiency :
Power Factor at duty point :
O. D. in MM (Max) of motor:
Pump input at duty point :
Specific speed in RPM :
Nos. of stages :
Discharge capacity (LPM) :
Head in meter :
Pump Efficiency at duty point :
Overall efficiency at duty point :
NRV/ Outlet/ Bowl Dia. :
O. D. of bowl in MM :
The pump offered should be capable to deliver ______ LPM @ ______Mtr. of Total
Head and further, must be able to deliver ______ LPM @ _______ Mtr.
Lead Cable : 1 X 3 Core X 35 Sq. MM.
Size of Flat Submersible Cable : 1 X 3 Core X 35 Sq. MM.
Maximum current carrying capacity of above cable: _________Amp.
PERFORMANCE CURVE :
Discharge V/S Head
Bidder Signature Executive Engineer (M&E),
Discharge V/S Power Input (KW)
Discharge V/S Efficiency of pump and Overall Efficiency of pump - motor
Submersible motor characteristics
Material of construction should be given.
TESTING : (IS 11346 - Pump, IS 9283 - 1979 - Motor)
Pump with NRV fitted.
The firm has to produce the record for calibration of instrument for verification while
High Voltage Test on wound stator
Locked rotor test.
No load running test by slip coil method.
Measurement of resistance in ohms.
Reduce voltage running test at 230 V in both directions.
Temperature Rise Test.
Measurement of Discharge at Duty point and at various Head.
Measurement of Power, Current, Voltage, Frequency, and Power Factor.
High Voltages Test on motor after pump test.
Drying of cast components to avoid rusting. This is as per IS
Item No. 2: Supply of Flat PVC insulated flat submersible cable as per detailed technical
specification of R/C of GWSSB conforming to IS 694, IEC 60227/60228 having
size of 1 x 3 x 35 sq. mm. Suitable to above pump set. Size: 1 x 3 x 35 sq. mm.
Item No. 3: Supplying and erecting approved make3 phase motor control panel (ATS) made
from 16 G. CRCA sheet duly painted with epoxy power paint inside and outside
with hinged doors and locking arrangement, consisting, of suitable switch of AC
23 duty with HRC fuses (Cat.III), starting and running contactors, overload
relay, Automatic water level controller, Electronic timer with master timer CT
operated Ammeter with selector switch, Voltmeter with selector switch, phase
indicating lamps, single phasing preventer , water level guard, over load, start,
run and stop push buttons, air cooled auto transformer with 60%, 70%, 80%
tapping with required protection relays and control accessories. Panel to be
erected on angle iron frame grouted on wall as directed., contactors relays,
timer etc. shall be of L & T Siemens / Cutler Hammer make. Suitable to above
Pump-Motor Set. ATS from 91 to 100 HP.
Specifications for air break auto transformer control panel for submersible pump sets at Lanva
Industrial Estate
Bidder Signature Executive Engineer (M&E),
Motor Control Panel (General):
Fabrication of floor mounted type dust vermin and water proof motor control panel made
from 16 SWG MS sheet, duly painted by two coats of enamelled colour after thoroughly
cleaning degreasing and applying of primer / powder coated (Siemens Grey) structure finish.
All compartments must be internally finished and closed cable entry and exits are to be
provided where required with suitable cable gland. Panel type locks are to be provided with
duplicate keys. All things are to be fastened by spot welding ad are so designed to have
sufficient and smooth working of the doors / shutters should be sealed by rubber gasket.
All nuts, bolts should be chromium plated.
Lowers at suitable place for better air circulation are to be provided to protect the panel from
insect, dust and vermin.
All equipments / components / switchgears etc. to be housed inside, shall be mounted on
separate detachable plates.
Final wiring diagram with ferrules number shall be submitted along with panel in two copies.
All internal wiring should be mounted in PVC channel shall be systematically and bunched
Overall dimens1ions of the panel are as indicated in general drawing.
All the switch gears shall be inspected by an Engineer from GIDC prior to dispatch. Any
changes required during the execution shall be rectified by the supplier without any extra cost.
The complete internal wiring shall be made in copper conductor wires of suitable ratings and
sizes. The wires used shall be of best quality. The push buttons, indicating lamps, MCCBs,
Isolators, ammeters, CTS, Volt meters, fuses, connector strips shall be approved by Engineer
from GIDC before using in the panel and should be only from the make indicated I table.
The supplier shall be fully responsible for any deviation from the specifications during
execution and the rectification shall be carried out by the supplier as per instruction of
Engineer from the GIDC without any extra cost.
The control panel shall be dust vermin and water proof and fabricated from 16 SWG CR
sheet. The control panels shall be pedestal type. All items inside the panel shall be mounted on
minimum 16 SWG sheet base plates. All metal parts shall be thoroughly cleaned, degreased
and made free from rust.
After application of zinc chromate primer, the control panel shall be stove enamelled with two
coats of final paint / powder coated (Siemens Grey) structure finish. The colour shade of panel
shall be as per IS: 631. The degree of protection shall be IP 44. The control panel must be of
three compartments. It must be as per general arrangement drawing given herewith.
2) Wiring & Terminals:
Bidder Signature Executive Engineer (M&E),
Power and control wiring shall be done with PVC insulated copper conductor and shall be
terminated with adequately sized compression type lugs for connection to the equipment
terminals and terminal strips. Each wire shall be identified at both by ferrules. Not more than
two wires to be terminated at one terminal end size of terminals be used keeping in view the
components for which they are used, so that sufficient surface contact can be achieved. Screws
and bolts should be used as per corresponding size and hole. Incoming & outgoing to be made
at terminal bus only. Control wiring shall be done with 1.5 sq. mm copper wire only. It should
be done to the satisfaction of the Inspection Authority.
Two nos. of earthing terminal shall be provided for connecting the earth. All non-current
carrying metallic parts of the equipment shall be earthed.
4) Moulded Case Circuit Breaker in First Compartment:
The control panel shall be provided with MCCB of 200 Amps. Capacity having minimum
KA rupturing capacity and with back up protection with HRC fuses of suitable ratings. The
MCCB shall be used in upright position. It should not be in inverted position.
Three phases & neutral bus bars shall be of Copper Strips only duly sleeved with heat-
shrinkable colour sleeves. The bus bars should be mounted on proper insulators.
Second compartment
6) Contactor with 63 A MCB of suitable rating and capacitor:
Only APP type capacitor of 25 KVAR of L & T/ Saha Sprague make shall be provided as per
the rating chart. A contactor of suitable rating AC 3/ 23 duty shall be provided. The capacitor
terminals shall be connected to the motor terminals. The capacitor should be operated by the
auto & manual push button suitable rating of the contactor and MCB base shall be provided.
The rating of contactor and the MCB shall be as per the rating chart. Necessary wiring for
control circuit and load circuit and arrangement for indicating lamp etc. shall be made.
Third compartment
7) The contactors shall be air break type having AC 3 duty rating. The coils shall be
suitable for operation on 415 Volts. Current rating shall be 170 Amps, 70 Amps & 50 Amps,
for RUN, MAIN and STAR contactors respectively.
8) Overload relay
Over load relay shall be 3 elements, positive acting ambient temperature compensated type
inbuilt single phasing presentation mechanism and adjustable setting range to ensure
protection against over load and single phasing. Over load relay should be provided
considering 1.6 times the HP of motor.
Bidder Signature Executive Engineer (M&E),
9) Auto Transformer
Auto Transformer shall be air cooled type having three taping of 60 %, 70 % & 80 %. The
same should be wound with copper wire. The size of the wires should be determined as per HP
of the motor. Also the winding shall withstand the full load current for 30 seconds. Stamping of
reputed make with “E” class insulation to be used. This should be also suitable for 6 starts per
hour. Kordnoffer circuit as per ISS should be adopted in ATS panel. The auto transformer
should be impregnated, for longer life. The percentage regulation shall not exceed 10 %.
10) Control Fuse
16 Amp X 415 Volts HRC type control fuses shall be provided for the control circuit.
A pneumatic / Electronic timer for change over should be provided and one master timer is to
be provided in addition to main. This shall operate within 10 seconds when main timer fails to
operate within 6 / 7 seconds.
12) Earth Leakage Relay
An Earth leakage relay of the range of 0.5 Amp to 2.5 Amp shall be provided along with CBCT
in the control panel. This earth leakage shall have test and preset push button on the unit it
self. A by pass toggle switch shall be provided on the door, to by pass the same in case of
emergency. The ELR shall have 0.5 seconds time lag to avoid nuisance tripping.
13) Single Phasing Preventer
Single phasing preventer shall be operating on negative phase sequence principals and voltage
sensing having 2/3 seconds time lag till avoid nuisance tripping. Under voltage and over voltage
cut off 320 V to 480 V respectively shall be provided. A bypass toggle switch shall be provided
on the door of panel to by pass the same in case of emergency.
Indicating Instruments (Door mountings)
14) Digital load smart manager:
It is flush mounting micro processor based instrument using advanced technology capable of
measuring multiple electrical parameter in three phase system. It is specifically designed to
simultaneously measure display and communicates several electrical parameters. These forms
an ideal source for effective energy management, SCADA/ PLCS/ BMS etc., measure as many
as 36 parameters on 23 display pages which are true RMS. The readings are displayed on three
line bright LED display (Group of 12 digits RED 7- swg LED type, digit height 14.2 mm). It
has a RS 232 or RS 485 out put port with MODBUS RTU protocol to communicate with PC.
15) Indicating lamps
Indicating lamps shall be of 22.5 mm diameter LED / Filament type for indication of R.Y.B.
phases (red, yellow and blue). Moreover, indicating lamps shall be provided for indication of
SPP (Healthy), (Green), overload (Umber), Start –Run position (Green) and ELR trip (Red).
All indicating lamps should be suitably labelled on the door.
Bidder Signature Executive Engineer (M&E),
16) Time totalizer:
Time totalizer should be 6 digits, digital type, over counter, without rest facility shall be
provided on the front door of the control panel. This shall be of 400 / 415 Volts.
17) Push buttons:
Red, green, yellow and black push buttons of 22.5 mm diameter shall be provided for stop,
start, timer and O/L reset respectively. All push button should be suitably labelled on the door.
1 To prevent the damage on contactors, it is necessary to provide the incoming and
outgoing terminals bus of proper rating and should be suitable for cable lugs. The terminal bus
should be mounted on suitable insulators. The terminal bus is to be connected with copper
links to contactors / OLR.
2 The contactors and over load relay should be of one make only.
3 The capacitor should be attached with latest test certificates from GEB / TPAEC
Tests and Inspections :
Following tests shall be carried out at the manufacturer’s works, under his care and expenses
at his own risk and cost.
1 Single phasing in each phase
2 Under voltage cut off at 320 V
3 Over voltage cut off at 480 V
4 Unbalanced tripping at 15% unbalanced voltage
5 H. V. Test at 2.5 K. V. for power circuit for 1 minute
6 H. V. Test at 1.5 K. V. for control circuit
7. H. V. Test between phases
8 Temperature Rise test on ATS as per IS:13947
9 Percentage Regulation Test not exceeding 10%
11 Functional Tests
Data sheet for Auto Transformer Type Control Panel:
Sr. List of components Rating Quantity
First Compartment
1 Incoming terminal bus bars Suitable rating TPN
2 M. C. C. B. (50 K. A.) as main incoming 250 Amp.
3 Bus bars Suitable rating TPN
Second Compartment
Bidder Signature Executive Engineer (M&E),
Sr. List of components Rating Quantity
4 Power factor Improvement capacitor (415 V) 35 KVAR
5 Contactor of AC-3 / 23 duty 63 Amp.
6 Push button – Auto & Manual
Third Compartment
8 HRC control circuit fuses 16 Amp.
9 RUN contactor 225 Amp.
10 MAIN Contactor 165 Amp.
11 START contactor 50 Amp.
12 Overload relay Suitable to HP
13 Pneumatic / Electronics Timer for change 3-12 seconds
14 Master timer (Pneumatic / Electronics) 3-12 seconds
15 Current Transformers 200/5 or of
suitable ratings
16 Single phase preventer with U / V and O / V Negative sequence
17 Earth leakage relay with CBCT 0.5 Amp. To 2.5
18 Air Cooled Auto Transformer 6 starts / hour and
suitable to HP of
19 Outgoing terminal bus Suitable rating
20 Digital Load Smart Manager (LED) - 96 sq. 200 A, 500V
mm for measurement of electrical
parameters of pump motor set.
21 Time Totalizer (Hour counter, digital type) 400 / 415 V
22 Stop, Start and O/L reset push buttons Red, Green, Black
23 Timer bypass (Fail) Push button Yellow
24 Toggle switch to bypass SPP and ELR 6 Amp
25 Indicating Lamps for R, Y, B, SPR, ELR, As per specify
O/L, START, RUN and Capacitor
Bidder Signature Executive Engineer (M&E),
Sr. List of components Rating Quantity
26 Earthing Bolts Suitable size
27 Lifting hooks Suitable size
1) The contactors to be used inside the panel shall be of same make only. Using
of different makes of contactors is not at all permissible.
2) The capacitors should be attached with test certificate from GEB / AEC
3) All indicating lamps and push buttons should be appropriately marked with
labels and name plates on the doors showing its functions.
Bidder Signature Executive Engineer (M&E),
Equipment makes
Unless and until specified in writing only following makes shall be acceptable.
All switch gears shall be suitable for 415 + 6% 50 Hz + 3% A.C. power supply.
Sr. List of Items Approved Makes (3 Phase A. C. supply)
1 M.C.C.B. L&T/ EE/ CG - Schneider / Siemens / Elecon
Clipse / Hevells
2 FSU / Isolator L&T/ Siemens / CG - Schneider /GE / EE / HH-
Elcon / Hevells
3 Contactor And O/ L L&T/ Siemens / CG - Schneider / ABB
4 a) Pneumatic Timer BCH
4 b) Elecronic Timer Gelco / Elecon / Sun / / L&T
5 C. T. A. E. / Meco / Ashmor or CPRI Test
6 Indicating Lamp Vaishno / Rass / Teknic / Concord / IEC / Airon
7 Auto Transformer C. P. R. I. approved / Tested as per ISI & ERDA
8 S. P. P. Minilec / SUN / Gelco
9 E. L. R. Prayag / OZR / Gelco
10 Push Buttons L&T / Siemens / Rass
11 Toggle Switch Vaishno / IEC / Jay or Reputed
12 Wires Finolex /ISI Mark
13 HRC Fuse EE / L&T / Jyoti / Standard / Siemens / Schneider /
HH / Elecon / Hevells
14 Capacitor (APP) L & T & Saha Sprague
15 Time Totalizer GIC / L&T / Nishant / Kaycee / Hem / Gelco/
16 Glands Brass Glands Siemens double compressed
17 Terminal Lug Compression Type Dowell's / Jainson / ISI
18 Load Smart Manager Nippen ( SLM 34 LED)/ Meco/ Conzerve/
(EM6400) / Enercon
Note : Panel Manufacturer shall have to use shame make for set of contactors
and O / L Relay
Bidder Signature Executive Engineer (M&E),
Control Panel and Equipment shall confirm to following IS Specifications:
a) IS: 13947* : General requirement of switch gear and control panel voltage
not exceeding 1000 volts
b) IS: 2705 : Specifications for current transformers
c) IS: 13947* Degree of protection provided for switch board
d) IS: 13947* : Contactor AC voltage not exceeding 1000 volts
e) IS: 5124 : Code of practice for installation and maintenance of induction
motor starter AC voltage not exceeding 1000 volts
f) IS: 13947* (Part : ATS and motor starter for voltage not exceeding 1000 volts
I, II, III & IV)
g) IS: 1248 : Indicating instruments
h) IS: 13947* (Part : Specification for low voltage switch gears and control gears
I, II, III & IV-
ATS Control Panel for submersible pump
T.T. : Time Totalizer
P1, P2, P3 : Stop, Starter and Time push buttons
TS1 and TS2 : Toggle switch to bypass SPP and ELR
(on unit is also acceptable)
MCCB : Moulded case circuit breaker
FSU : Fuse Switch Unit for capacitor
L1, L2 L3 : RYB phase indicating lamp
L4 & L5 : SPP (Healthy) and ELR (Fault) Indicating lamp
L6 : Over load trip indicating lamp
L7 & L8 : START and RUN indicating lamp
L9 : Capacitor on line lamp
P4 : Over load reset button
SPP : Single phasing preventer
C. F. : Control Fuse
ELR : Earth Leakage Relay
S, M & R : START, MAIN and RUN indicator
T & MT : Change over Timer and Master Timer
C. T. : Current Transformers for Ammeters
Bidder Signature Executive Engineer (M&E),
O/L R : Over Load Relay
ATS : Air Cooled Transformer
MF : Main HRC Fuse
CAP : Capacitor
LSM : Load smart manager
Item No. 4 Providing & erecting approved make Four pole moulded case circuit breaker
having breaking capacity/strength ICU of 35 K.A. at 415V. having normal
current rating up to 250A. with variable thermal & magnetic release suitable to
work on A.C. supply 50 c/s. with all internal connections & complete erected on
polished wooden board/ in existing 16 G.M.S housing.ICS = 100% of ICU
Item No. 5 Supply of 100 mm diameter of SUPER HEAVY UPVC column pipe with coupler
and wire locks in approximate length of 3.00 mtrs,35 kg /cm^2 weight.
Item No-6 Supply of SS TOP & BOTTOM accessories with pump guard set suitable
to item no.5 as directed by Engineer - in - charge with necessary plumbing as
Item No. 7 Supplying & erecting G.l. bend for pipe connections suitable for 100 mm dia
Item No. 8 Supplying & erecting ISI Marked 100 mm dia G.l. Union for pipe connections
suitable for 100 mm dia column pipe.
Item No. 9 Providing and supplying ISI mark Double Flanged 100 mm sluice valve
including all taxes, insurance, transportation, freight, charges, octroi, inspection
charges, loading, un loading, conveyance to departmental stores, staking etc.
complete with ISI mark only. P.N,1.6 With hand wheel /cap operated (PD type
Item No. 10. Providing and supplying ISI mark 100 mm C.I Non Return valve
including all taxes, insurance, transportation, freight, charges, octroi,
inspection charges, loading, un loading, conveyance to departmental
stores, staking etc. complete with ISI mark only, IS 5312, PN-1.6.
Bidder Signature Executive Engineer (M&E),
Item No. 11. Supply of erection clamps with nut & bolts Clamp made from
M.S. plate with 3 holes on either side with nuts & bolts of std. Make and
suitable size 4"(Width)x 1.5"(Thickness)x 24" length flat suitable to
mm dia column pipe & 300 mm dia Bore well.
Item No. 12 Supply of all flanged, heavy duty CI Tee as per IS 1538/
specification suitable for use with G.I. column pipe of 100 mm dia. size of
C.I. Tee- 100 x 100 x 100 mm dia Supply of M.S. Blind blank flange
having 15 mm thickness. With standard holes for 12.5 mm dia bolts.
Item No. 13. Supplying & erecting in earth pit of minimum bore dia 225 mm size
approved make safe earthing electrode consisting pipe in pipe technology
as per IS 3043-1987 made of corrosion free GI pipes having outer pipe dia
of 80 mm having 80-200-micron galvanizing. Inner pipe dia 40 mm having
200-250 micron galvanizing connection terminal dia of 14 mm with
constant ohmic value surrounded by highly conductive compound with
high v charge dissipation suitable for following type of applications. (A).
For electrical installation up to 440 V length of pipe 1 Mtr back filling
compound -1 Nos of bag of 15 kgs.
All the non-current carrying metal parts of the electrical installation and mechanical equipment’s
shall be earthed properly. The metal conductor, trenching cables armor and sheath; electrical panels
boards; lighting fixtures; and connected by means of specified earthing system. An earth continuity
conductor shall be installed with all the feeders and circuits and shall be connected from the earth
bar of the panel boards; earth pin of the socket outlets and to any metallic wall plates used.
Scope of work :
The scope of work shall be cover supply; laying; Earthing GI installation; connecting; testing and
commissioning of:
1. Earthing station.
2. Earthing G.I./Aluminum/copper strips from earthing station to equipotential bar / Section
3. Earthing G.I/Aluminum/copper strips from earthing station to equipotential bar to lay feeder /
Section pillar.
4. Bonding of Non- current carrying part and metallic parts of the electrical installation.
Bidder Signature Executive Engineer (M&E),
5. Earthing station to be provided shall comprise of earth Electrode of copper plate in earth pits,
earth bus/grid of GI flats 25 mm x 6 mm and bare GI wires as earth continuity conductor.
CODE AND STANDARDS.
The entire earth system shall conform to the following standards and rules as applicable.
7. IS 3043 – 1966 Code of practice for earthing.
8. Indian Electricity Act
9. Indian Electricity Rules
All codes and standards mean the latest. Where not specified otherwise the installation shall
generally follow the Indian Standard Codes of practice in absence of Indian standard.
GENERAL REQUIREMENT :
1. GI flat 25 mm x 6 mm strips of specified size shall directly earth Neutral of the Transformer /
section pillar.
2. Enclosures and frame work of all current carrying equipment and accessories, structural steel/
columns shall be adequately earthed to a single earthing system, unless separate earthing systems are
specifically stipulated. All electrical equipment shall be arched at two distinct points.
EARTH ELECTRODES IN EARTH PITS.
Plate Electrodes of copper shall be 600 X 600 X 3.15mm thick.
EARTH BUS AND EARTH CONTINUITY CONDUCTOR.
1. Earth bus is a coppers trip or flat of specified size interconnecting all earth electrodes.
2. Switchers and power Distribution Boards shall be earthen by a copper flat strip.
3. Panels fused DBs shall be earthed by a continuity conductor, as specified. Minimum size of
continuity conductor shall be 6 SWG bare soft drawn.
4. Road Lighting poles shall be earthen with GI stranded wire conductor while for lighting and power
wiring bare copper conductor shall be provided unless otherwise specified to use insulated conductor.
RESISTANCE TO EARTH:
The resistance to each earthing system shall not exceed 1.0 ohm to 3.0 ohm.
Earthing Station :
1. Plate Electrode Earthing:
Earthing electrode shall consist of copper plate not less than 600 X 600 X 3.15 mm thick, as called for
in the drawings. The plate electrode shall be buried as far as practicable below permanent moisture
level but in any case not less than 2.5 Mts. Below ground level. Wherever possible earth electrode
Bidder Signature Executive Engineer (M&E),
shall be located as near the water tap, water drain or a down take pipe as possible, Earth Electrodes
shall not be kept clear of the factory foundations and in no case shall it be nearer than 2 meters from
the outdoor face of the wall. The earth plate shall be set vertically and surrounded with 150mm thick
layer of charcoal dust and salt mixture 25mm GI pipe shall run from the main earth conductors shall
be connected to the electrode just below the funnel, with proper terminal lugs and checks nuts of
copper/brass for copper plate. The funnel over the GI pipe and earth connections houses in a
masonry chamber, approximately 350-mm length X 300 mm wide and 300mm deep. The masonry
chamber shall be provided with a cast Iron hinged cover resting over a Cast Iron frame embedded in
INSTALLATIN AND CONNECTION :
1. The plate/ pipe electrode as far as practicable shall be buried below permanent moisture level but
in no case not less than 2.5 M below finished ground level.
2. The plate /pipe electrode shall be kept clear of the building foundation and in no case; it shall be
nearer by less than 2 M from outer face of the finished ground level. The plate electrode shall be
installed vertically and shall be surrounded with 150 mm. thick lavers of Char- coal dust and Salt
mixture. 25mm. Dia. of G.I. pipe for watering shall run from top edge of the plate / pipe Electrode to
the mid level of block masonry chamber.
3. Top of the pipe shall be provided with G.I. funnel and screen for watering the earth / ground
through the pipe
4. The funnel with screen over the G.I. pipe for watering to the earth shall be housed in a block
masonry chamber as shown in the drawing.
5. The masonry chamber shall be provided with a cast Iron hinged cover resting over the Cast Iron
frame which shall be embedded in the block masonry.
6. Construction of the earthing station shall in general be as shown in the drawing and shall conform
to the requirement on earth electrodes mentioned in the latest edition of India Standard IS
Code of practice for Earthing Installation.
7. The earth conductors (Strips / Wires – copper / Hot dip G.I.) inside the building shall properly be
clamped /supported on the wall with Galvanized Iron clamps and Mild Steel Zinc plated screws /
bolts. The conductors outside the building shall be laid at least 600 mm. below the finished ground
8. The earth conductors shall either terminate on earthing socket provided on the equipment shall be
fastened to the foundation bolt and/ or on frames of the equipment. The earthing connection to
equipment body shall be done after removing paint and other oily substances from the body and then
properly be finished.
Bidder Signature Executive Engineer (M&E),
9. Over lapping of earth conductors during straight through joints, where required, shall be of
minimum 75mm long.
10. The earth conductors shall be in one length between the earthing grid and the equipment to be
EARTH LEADS AND CONNECTIONS.
Earth lead shall be bare copper or galvanized steel 25mm x 6 mm sizes shown on drawings. At
road crossing necessary Hume pipes shall be laid. Earth lead run on surface of wall or ceiling shall be
fixed on saddles so that strip is at least 8 mm away from the wall surface.
The complete earthing system shall be mechanically and electrically bonded to provide an
independent return path to the earth source.
EQUIPMENT EARTHING.
All apparatus and equipment transmitting or utilizing power shall be earthed in the following
manner. Copper / G. I. earth strips / wires shall be used unless other wise indicated in the schedule B.
POWER TRANSMISSION APARTUS.
1. Metallic conduit shall not be accepted as an earth continuity conductor A separate insulated/
bare earth continuity conductor of size 50 % minimum & maximum shall be provided.
Copper Aluminum G.I.Minimum (Sq.mm.)2.54.06 Maximum
2. The earth continuity conductor to the drawn inside the conduit shall be insulted.
3. Non metallic conduit shall have an insulated earth continuity conductor of the same size as for
metallic conduit. All metal junction and switch boxes shall have an inside earth stud to which the
earth conductor shall be distinctly colored (Green or Green / Yellow) for easy identification.
4. Armored cable shall be earthed by two distinct earth connections to the armoring at both the
ends and the size of connection being as for the metallic conduit.
5. In the case of unarmored cable, an earth continuity conductor shall either be run outside along
with the cable or shall from a separate insulated core of the cable.
6. Three phase power panel and distribution boards shall have two distinct earth connections of
the size correlated to the incoming cable size. In case of single phase DB’s a single earth connection is
UTILIZING EQUIPMENT :
1. All street light poles shall have an earth stud and be connected to the cable armoring using
sq.mm. Copper or equivalent unless shown otherwise. For street lighting poles planted in ground,
M long 6 SWG bare GI wire shall be coiled and buried with every fourth pole in addition to
connection to cable armoring.
Bidder Signature Executive Engineer (M&E),
2. An equipment-earthing grid shall be established as shown in the drawing. All earth connections
to all panels, DB’s and equipment shall be connected to the nearest point of the earthing grid.
1. The entire earthing installation shall be tested per requirements of Indian Standard
specification IS:
2. The following earth resistance values shall be measured with an approved earth megger and
Each earthing station Earth continuity conductors.
3. Earth conductor resistance for each earthed equipment shall be measured which shall not
exceed 1 to 3 Ohm in each case.
4. Measurements of earth resistance shall be carried out before earth connections are made
between the earth and the object to be earthed.
5. All tests shall be carried out in presence of the Engineer Incharge /Electrical Inspector – if
MODE OF MEASUREMENT:
1. Provision of earthing station complete with excavation, electrode, and watering pipe. Soil,
treatment, masonry chamber with cast iron cover etc. shall be treated on unit of measurement
2. The following items of work shall be measured and paid per unit length covering the cost of the
earth wires/strips clamps. Labour etc.
a. Main equipment earthing grid and connection to the earthing stations
b. Connection to the weight board, power panels, DB etc
The cost of earthing the following items shall become part of the cost of the item itself and no
separate payment for earthing shall be made.
1. Isolating switches and section pillar shall from part of amounting frame, switch starter etc.
2. Light fittings form part of installation of the light fitting.
3. Conduit wiring, cabling shall form part of the wiring of cabling.
4. Street lighting shall form part of the street light poles.
Bidder Signature Executive Engineer (M&E),
Item No-14 Lowering of submersible motor pump set complete with required. Nos.
and size of casing pipes erected by means of proper chain pulley block &
pipe wrenches after checking of threads of each pipe with coupling to take
the load of the pump set and pipe assembly filled up with water. Above
120 Mtr & up to the depth as directed by Engineer-In-Charge.
Item No-15 Design, Supply, Installation, Testing, Commissioning of Full Bore
Electromagnetic flow meter with factory calibrated, Regular Power
Operated, flanged connection, Flow sensor, Indicator, transmitter and
totalizer with all accessories viz. surge arrestor, associated cables,
cabinets, hardwares, etc complete as per following specifications: Flow
Meter/ Sensor: DC pulsed type, IP 68 Protection, Flanged process
connection as per IS 1538 or equivalent standard, SS304/ Metallic Alloy.
Flow Tube, SS316/ SS 316 L/ Hastelloy Sensor, SS316/ Hastelloy
Grounding Ring/ Inbuilt Grounding Electrode, Neoprene/ Polyurethane/
Hard Rubber/ Rilsan lining, SS304/ Die Cast Aluminium/ Carbon steel
with Anticorrosive Paint Coil Housing with Junction Box, CS flanges.
Flow Transmitter/ Converter ( Remote Field Mounted): Microprocessor
based, Modular design, 2 line LCD for indication of actual flow rate,
forward, reverse, sum totalizer display, ±0.5% accuracy at 0.3 to 4 m/sec
velocity, 4 to 20 mA with HART/Modbus output, one scalable pulse, one
status output, IP 67 protection, Die cast aluminium/ polycarbonate/ SS316
with Anticorrosive Paint/ PU finish with glass window enclosure, Inbuilt
EEPROM and Data Logger, 20 meters cable length for sensor to
transmitter communication etc. along with wall mounted/ stand mounted
cabinet Full Bore Electromagnetic Flow Meter (Regular Power
Operated)- PN 10 for 100mm Nominal Bore.
Item No-16 Design, Supply, Installation, Testing, Commissioning of Bourdon Type
Pressure Gauge, ±1% accuracy, Direct bottom 1/2" NPT (M) process
connection, IP 67, Glycerine filled, SS304 Case with Bayonet Type Bezel,
SS316 L Bourdon Tube, SS 316 Movement material, Aluminium dial with
black graduation on white background, Micro Zero adjustable pointer,
neoprene gasket, Blow out disc, shatter proof glass, SS tag plate etc as per
IS 3624. 100 mm Dial Size (0 to 21 Kg/cm2)
Bidder Signature Executive Engineer (M&E),
Item No-17 Providing & erecting open well horizontal mono block pump set having
Phase 400/440 Volt,50 C/S,A.C Supply & 2800 RPM following IS 9079 at
departmental stores with following MOC: Casing:CI-
FG260,Impeller:Bronze & Shaft:SS:410 having 500 to 900 in LPM @
to 30 mtr Mtr head suitable for 100 mm dia delivery pipe
i) Discharge capacity range = 500 LPM to 900 LPM (1 Working +
ii) head range = 15 to 30 Mtrs. Duty point =20 mtr
iii) Impellers: SS (Stainless Steel)-410
iv) Delivery size: 100/150 mm dia.
Item No-18 Providing and erecting ISI marked PVC insulated PVC Sheathed Flat
Flexible Submersible copper cable approved make of following Size. (b)
Core x 4 Sq. mm.
Item No-19 Supplying & erecting approved make motor control cubical panel
(STAR-DELTA) made from 16 G. CRCA sheet duly epoxy powder
painted inside and outside with hinged doors and locking, arrangement
consisting of suitable size of ON- OFF isolator (AC - 3/23duty) main fuses,
single phasing preventer, indicating lamps for R- Y - B phases, overload
relay, Automatic water level controller, Ammeter, Voltmeter each with
two way selector switch incoming, wires duly socket crimped, main
contactor & overload relay, start - stop push buttons, to be erected on
angle iron frame grouted on wall as directed. The isolator, overload relay
& contactors will be of L & T, Siemens or BCH make only. Suitable to
Item No-20 Providing & erecting weather proof, dust & vermin proof, floor mounted
front operated indoor type cubical panel board having IP-64 protection
made from 14 SWG thick CRC M.S. sheet for outer body & doors,
SWG thick CRC M.S. sheet for internal partitions with necessary
supporting angles, flats including cutting, bending, drilling, welding,
riveting with internal partitions & cable alley as per requirements &
instruction of engineer-in-charge with erection of supplied switch gears,
BUSBARS, with suitable size of inter connecting PVC copper wire /
copper-aluminium strips, rubber grommets, rib, bakelite control fuses for
measuring instruments, earth bus & earth bolts, foundation flange -
bolts-base Plates, sufficient nos. of hinged doors, handles with locking
arrangement and rubber gasket complete. The Panel shall be painted
Bidder Signature Executive Engineer (M&E),
with epoxy powder coating. (The rates excludes the cost of switchgears,
bus bars, inter connecting mains & Copper Aluminium strips, meters,
Fuses etc. The dimension shall be measured excluding base beams) The
panel shall be supplied with following approved manufacturers with
following size. (A) The standard companies switch gear shall be used and
only manufacturers at CPRI approved factory and shall be certified by
that company whose switch gears are used after fabrication for beneficial
use locally fabricated panel box with 350 mm depth.
Item No-21 Supplying and erecting triple pole & neutral 440V / 500V panel mounting
Copper Busbars with four equal Nos. of electrolyte bus having current
density not more than 1.6 Amp. / sq.mm (Rated current / cross section
area) duly wrapped with colour insulating tape for phase sequence of
following current carrying capacity, erected with necessary bus bar
supports /insulators, main cable socket to each bar, erected in existing
cubical panel with necessary connections. (A) Suitable for 100 Amp.
Item No-22 Supplying and erecting approved make 3 Phase Digital Ammeter &
Voltmeter having 3.5 digit LED display 0 to 750 AC volt range for volt
meter and 0 to 1000 A for A-meter erected on existing panel board with
all connection wiring and manufacturer calibration certificate.
Item No-23 Supplying and erecting approved make set of indicator lamps of LED
type lamp, lens cover, Bakelite holder complete erected with necessary
Item No-24 Supplying and erecting APP type capacitor suitable for 415 v 50HZ
phase AC power supply with earting terminals and test certificate.
Item No-25 Providing and erecting XLPE(IS:7098) (I)-88 ISI armoured cable
multistrand Aluminium conductor for 1.1 KV. to be laid on wall with
necessary clamps or in existing trench / pipe of following size of cables (C)
3 x 1/2 core x 70 Sq. mm (35 Sq. mm 1/2 core)
Item No-26 Providing and erecting LT CT with bar primary 50/05 to 1000/05 ration
15 VA burden erected in existing CRCA box duly secured with insulating
material connected to the meter coil.
Bidder Signature Executive Engineer (M&E),
Item No-27 Supplying and erecting approved make PF meter having 150 mm dia
balanced and un balanced load to work with provided CT 100/5 amp to
400/5 Amp ration and other accessories complete erected in MS box and
connected to circuit by PVC copper core leads.
Item No-28 Supplying and erecting approved make single phasing preventer in MS
enclosure with wiring up to 20 HP.
Item No-29 Miniature circuit breaker single pole 6A to 32A suitable to operate on
V A.C. system and having breaking capacity 10 KA to be erected in
existing box. Confirming to IS 8828/1996 with ISI Mark cat-III.
Item No-30 Approved make four pole molded case circuit breaker having breaking
capacity ICU of 25 KA. At 415 having normal current rating up to 25 A to
100A. With Fixed thermal & magnetic release suitable to work on A.C.
supply 50 c/s. with all internal connections & complete erected in existing
16 G.M.S. housing. Rating - 32 Amp/440 V. ICS=100% of ICU only Cat
Item No-31 Supplying ISI Marked (Embossed) following size of Heavy duty “C” Class
G.I . Pipe & erecting as directed by Engineer-in-charge with necessary
plumbing as desired. (G) Nominal 100 mm dia mtr.
Item No-32 Supplying & erecting Mild Steel heavy duty Flanges with rubber
packing and hardware materials for pipe connections suitable for
Nominal Dia : 100 mm dia.
Item No-33 Lowering of 15 hp submersible motor pump set complete with required.
Nos. and size of casing pipes erected by means of proper chain pulley
block & pipe wrenches after checking of threads of each pipe with
coupling to take the load of the pump set and pipe assembly filled up with
Item No-34 CABLE GLANDS & CABLE LUGS
Supply and fixing heavy duty flange type brass cable glands with rubber ring
for suitable size PVC armoured cable complete without going tails, insulating
tape etc. for following size of cable.
(a) 3.5 core 70 sq mm.
(b) 3 core 35 sq mm for gland.
(c) 3.5 core 70 sq mm for lugs.
(d) 3 core 35 sq mm for lugs.
Bidder Signature Executive Engineer (M&E),
Item No-35 Supplying and erecting approved make 7 Mtr. Long 70 mm Top X
mm bottom dia, 3 mm thickness Octagonal pole made from HR sheet
steel. The pole should be made as per IS. and shall be coated with hot dip
galvanizing as per IS 2629/2633/4759, suitable suspend local wind speed
with integral Junction box consist of terminal plate of min 6mm Hylam
sheet, standard profile 35mmX7.5mm Din-Rail for MCB Mounting, stud
type terminal and arrangement for cable termination to be erected on
foundation as per details given by manufacturer considering site
requirement. with 225mm X 225mm X 16mm base plate,Supply and
Installtion of 4 nos. 4 - M20 Bolts and 600mm long J-Bolt. (4 Nos. Per St.
Lght Pole or Above Foundation ) Hot Dip galvanised octagonal type
Streetlight Pole complete without Bracket & accessories with following
specifications.(a) Overall length of pole : 7.00 mtrs. (b) Height
above ground level : 9.00 mtrs. (C) Length of section - Out side dia. &
Wall thickness Bottom : 135 mm, Top : 70 mm. (D) PU Base Primer
and PU Paint or radium work on the pole for pole numbering.
APPLIABLE CODES AND STANDARDS:-
The latest revision of the following codes and standards shall be applicable for the
equipment/materials covered in this specification. In case of any deviation, the
vendor/manufacturer may propose equipment/materials conforming to alternate
codes or standards. However, the provisions of this specification shall supersede the
provisions of these alternate standards in case of any difference.
ASTM A36M Standard Specification for Carbon Structural Steel
ASTM A123 Standard Specification for Zinc (Hot-Dip Galvanized) Coatings of Iron
and Steel Products
ASTM A143 Standard Practice for Safeguarding Against Embrittlement of Hot-Dip
Galvanized Structural Steel Products and Procedure for Detecting Embrittlement
ASTM A153 Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel
ASTM A215 Martensitic Stainless Steel and Alloy Steel Castings for Pressure
Containing Parts Suitable for High Temperature Service
ASTM A239 Standard Test Method for Locating the Thinnest Spot in a Zinc
(Galvanized) Coating on Iron or Steel Articles by the Preece Test (Copper Sulfate
ASTM A307 Standard Specification for Carbon Steel Bolts and Studs, 60000 PSI
Tensile Strength
Bidder Signature Executive Engineer (M&E),
ASTM A320 Alloy-Steel Bolting Materials for Low Temperature
ASTM A351 Austenitic Steel Castings for High Temperature Service
ASTM A325 Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105
PSI Minimum Tensile Strength
ASTM A354 Standard Specification for Quenched and Tempered Alloy Steel Bolts,
Studs and Other Externally Threaded Fasteners
ASTM A370 Standard Test Methods and Definitions for Mechanical Testing of Steel
ASTM A384 Standard Practice for Safeguarding Against Warpage and Distortion
during Hot-Dip Galvanizing of Steel Assemblies
ASTM A385 Standard Practice for Providing High Quality Zinc Coatings (Hot-Dip)
ASTM A394 Standard Specification for Carbon and Alloy Steel Nuts
ASTM A490 Quenched and Tempered Alloy Steel Bolts for Structural Steel Joints
ASTM A537 Pressure Vessel Plates, Heat Treated, Carbon-Manganese Silicon
ASTM A572 High-Strength Low-Alloy Columbium-Vanadium Steels of Structural
ASTM A588 Standard Specification for High-Strength Low-Alloy Structural Steel
with 50 ksi (345 MPa) Minimum Yield Point to 4-inch (100 mm) Thick
ASTM A633 Standard Specification for Normalized High-Strength Low-Alloy
Structural Steel Plates
ASTM A673 Standard Specification for Sampling Procedure for Impact Testing of
Structural Steel
ASTM A687 Standard Specification for High-Strength Non-Headed Steel Bolts and
ASTM A577M Standard Specification for Ultrasonic Angle Beam Examination of
ASTM A578M Standard Specification for Ultrasonic Straight Beam Examination of
Plain and Clad Steel Plates for Special Application
ASTM E165 Standard Test Method for Liquid Penetrant Examination
ASTM E709 Standard Guide for Magnetic Particle Examination
ASCE 72 Guides for Design of Steel Transmission Pole Structures
AISC Manual of Steel Construction, 9th Edition
Bidder Signature Executive Engineer (M&E),
AWS D1.1 Structural Welding Code, Steel
AWS D10.9 Specification for Qualification of Welding Procedures and Welders for
Piping and Tubing
NEMA TT-1 Tapered Tubular Steel Structures
ISO 630 Standards for Structural Steels
ISO R657 Recommendation for Hot-Rolled Steel Sections
ISO 1459 Metallic Coatings - Protection Against Corrosion by Hot Dip Galvanizing -
Guiding Principles
ISO 1460 Metallic Coatings - Hot-Dip Galvanized Coatings on Ferrous Materials -
Gravimetric Determination of the Mass per Unit Area
ISO 1461 Metallic Coatings - Hot Dip Galvanized Coatings on Fabricated Ferrous
Products - Requirements ISO 3575 Continuous Hot-Dip Zinc-Coated Carbon Steel
Sheet of Commercial, Lock-Forming and Drawing Qualities
ISO 4997 Cold-Reduced Steel Sheet of Structural Quality
ISO 4998 Continuous Hot-Dip Zinc-Coated Carbon Steel Sheet of Structural Quality
ISO 7413 Hexagon Nuts for Structural Bolting, Style 1, Hot-Dip Galvanized (Oversize
Tapped) - Product Grades A and B - Property Classes 5, 6 and 8
ISO 7417 Hexagon Nuts for Structural Bolting - Style 2, Hot-Dip Galvanized
(Oversize Tapped) - Product Grade A - Property Class
CIE (International Commission on Illumination) and
All applicable Codes, Regulations, Standards, and relevant Authorities
Structural Design:-
The general design and dimensions shall be as closed as possible to the Drawings
attached and certified by a registered Mechanical Professional Engineer;
The Octagonal Pole with brecket arm shall be designed to withstand the maximum
wind speed of 47m/sec. The maximum stress at wind speed of 47m/sec shall not exceed
80% of the strength of steel. The pole shall be suitable for wind loadings as per IS
Bidder Signature Executive Engineer (M&E),
Wind Loads shall be obtained using the design wind pressure as obtained by the
following formula as specified in BS EN 40-3-1:-
q(z) is the characteristic wind pressure in N/m2 for any particular height above
q(10) is the reference wind pressure
δ is a factor depending on the column size
β is a factor depending on the dynamic behaviour of the column
f is a topography factor and
Ce(z) is a factor depending on the terrain of the site and height above ground z. Under
normal site conditions, the terrain category shall be selected as category III and Ce(z)
shall be taken as 1.78.
When a site is located at a very exposed area and subjected to an extremely high wind
pressure, the terrain category and the value of Ce(z) to be adopted shall be agreed
q(10)=0.5 ρ x (Cs)2 x Vref2 N/m2
ρ is the air density and shall be taken as 1.25 kg/m3
Cs should be taken as √0.92 for a mean return period of 25 years
Vref is defined as the 10 minutes mean wind velocity having a mean return period of
25 years and shall be taken as 20.6 m/s.
The structural design of the pole shall be verified by calculation in accordance with
BS EN 40-3-1 and BS EN 40-3-3 with partial load factors Class B and maximum
deflection Class 2. Particular attention is drawn to the reinforcement of the door
opening which is a highly stressed zone. This must be clearly identifiable in the
structural calculation.
The detail of top loading i.e. the weight and area of top luminaries are worked out
based on this consideration. Maximum deflection of the pole shall meet the
requirement of BS 5649: part 6
The pole shall be made from CR/HR sheet and shall be hot dip galvanized as per IS
2629/IS 2633/IS 4759 and ASTM 123 standards with minimum coating thickness of
Bidder Signature Executive Engineer (M&E),
Poles shall be continuously tapered OCTAGONAL cross section, presenting a good
and pleasing appearance and based on proven design conforming to international
standards, to give an assured performance, and reliable service.
1) Poles shall be fabricated from special steel plates, 3mm thick, conforming to ASTM
A 572 Gr 50 or equivalent with mechanical properties,cut and folded to form an
octagonal section and welded as below:
a. Minimum yield strength - 355 N/mm²
b. Minimum ultimate tensile strength - 490 N/mm²
c. Max. ultimate tensile strength - 620 N/mm²
d. Silicon content of the steel shall be less than 0.06% to assure a better and lasting
quality for galvanizing and Certificate for the Zinc used for galvanizing should be
submitted along the order.
2) Pole shall be made in single section.
3) The pole shaft shall have octagonal cross section and shall be continuously tapered
with single longitudinal welding. There shall not be any circumferential welding. The
welding of pole shaft shall be done by Submerged Arc Welding (SAW) process using
state of the art process.
4) The procedural weld geometry and the workmanship shall be exhaustively tested on
the completed welds. Welding shall be checked by using ultrasonic testing methods
also. Poles shall be provided with vase plate, which shall be free from any lamination
or incursion. The welded connection of the base flange shall be fully developed to the
strength of the entire section.
5) All octagonal pole shafts shall be provided with the rigid flange plate of suitable
thickness with provision for fixing 4 foundation bolts. This base plate made of Mild
Steel / Fe 410 conforming to IS 2062 and shall be fillet welded to the pole shaft both
inside and outside.
6) Structural steel for bearing plate and top cap shall comply with the applicable
requirements of ASTM A36 or equivalent with minimum yield strength of
N/mm². The top section fits into the bottom section to form the pole..
7) Pole shaft, bearing plate and top cap shall be hot-dipped galvanized after
fabrication, including all drilling, cutting and welding. The poles shall be hot dip
galvanized in single dipping method as per ASTM A 123 AND 153 standards with
the minimum average thickness of coating shall be 0.086 mm, equivalent to 610 g/m².
8) Weld material shall be compatible with the material of the pole as defined by
American Welding Society.
9) The welding shall be carried out confirming to approved procedures as per qualified
GMAW process approved by duly qualified by third party inspection agency. The
welders shall also be qualified for welding the octagonal shafts.
10) Poles seam welding shall comply with the latest edition of EN 1011-2 by automatic
continuous welding process.
11) The base plate shall be welded to the bottom of the pole before dipping in the
galvanizing bath. The base of the pole shall be complete in all respects with base
Bidder Signature Executive Engineer (M&E),
plate before hot dip galvanizing internally and externally as per ASTM A 123 AND
12) The Octagonal Poles shall be in single section (upto 12 mtrs). There shall not be any
circumferential weld joint. However, the pole with length of 12 mtrs. and above shall
be of 2 sections with telescopic fitment with minimum overlap of 1.5 times the
13) Upper and lower sections shall overlap each other by 1.7 (±20%) times the diameter
of the immediate lower section and shall be easily assembled on site by using simple
tools without welding. The supplier shall provide a mark on the finished pole
indicating the overlapped position of 1.75 X diameter.
14) No cutting or welding shall be allowed on the pole after hot dip galvanizing.
15) The poles shall be suitably designed for ground and flange mounting. The J-bolt size
shall be of 20 mm diameter and of stainless steel grade SS 316. Each individual J-bolt
shall be complete with washers and nuts (the washers and nuts quantity shall be
recommended by the pole supplier) and they shall be of the same stainless steel grade
16) For flange mounted pole, the concrete foundation shall be exposed 50-100mm above
the finishing turf level.
17) For flange mounted pole concrete foundation that is abutting the edge of cycling
track / footpath, it shall be flushed with the finishing track / path level. The nuts and
J-bolts shall be covered / plastered with cement.
18) Same stainless steel grade washers or nuts can be placed below the base flange for
balancing purposes. The two (2) nuts on top of each J-bolt are meant for tightening
and locking purposes.
19) To fill up the gaps between the foundation and the base plate of the lamppost,
pressurised, flowable high strength non shrink cementitious grout shall be used.
20) Mounting details including all data, calculations, imposed loads and forces and
dimensional drawings for the foundations required for the poles shall be endorsed by
a registered Structural Professional Engineer.
21) The soil bearing capacity at the site shall be ascertained so that the foundations can
be correctly designed.
22) For poles with One / two or more sections, the lower and upper sections shall have a
thickness of minimum 3.0mm. The bracket arms shall have a minimum thickness of
2.5mm. The base plate shall have a minimum thickness of 3.0mm.
23) Every section of the poles shall be made in such a way that only one (1) sheet of steel
plate is used to form an octagonal pole.Welding shall be carried out along one edge
of the poles only;
24) The Octagonal Poles shall be bolted on a pre-cast foundation with four foundation
bolts for greater rigidity.
Design of Pole Door and Locking System:-
1) A door shall be provided with a locking device over the door opening of each pole as
shown in the Drawings. The triangular locking device shall be made of stainless steel
as specified in the Drawings. The locking device shall be properly assembled.The
Bidder Signature Executive Engineer (M&E),
triangular bolt shall be jammed at one end so that it will not be dislodged when it is
2) Pole doors shall be flushed with the poles with no gap between pole and door to
prevent ingress of water.
3) An adequate door opening (Minimum Size of door is 250 mm X 65 mm ) should be
1500 mm above from the bottom of the Pole at a convenient location. or as per the
site requirement and as approved by Engineer in charge.
4) A hole of 20mm diameter shall be provided at approximately 500mm below the
top edge of the top section. This hole shall come with a tight-fit rubber stopper to
prevent water from entering the pole.
5) The opening shall be such that it permits clear access to the inside of the pole.
The door opening shall be hinged type complete with a close fitting, vandal resistant
and shall be weather/dust proof to ensure safety of inside connections.
6) The door shall be flush with the exterior surface and shall have suitable screw /
allen key type locking arrangement.
7) The pole door shall be hinged at the top. The hinges shall have minimum opening
of the door of 180 degrees.
1) During installation, a cut-out unit will be installed inside the poles by means of three
(3) M12 25mm long screws.
2) A fixing device, which could be a perforated plate made of hotdipped galvanised steel
shall be fixed in the pole directly facing the pole door as part of the pole. The cut-out
unit shall be mounted directly onto the fixing device. The fixing device shall be able
to cater for different types of cut-out units.
3) Alternatively, a baseboard made of hot-dipped galvanised steel shall be provided
and mounted in each pole for fixing of cut-out unit.
Earthing Terminal:-
1) An earthing terminal in the form of a bolt made of stainless steel material shall be
provided close to the door opening of each pole and inside the pole. In addition, it
shall have substantial contact surface for the attachment of an earthing lead. Two (2)
suitably sized washers and two (2) nuts shall be provided for each bolt. Each pole
shall provide with four (4) bolts. The bolts, nuts and washers shall be made of
stainless steel.
1 There shall also be suitable arrangement or welded a cleat of size 40 x 40 x 4 mm for
providing pole earthing with necessary 8.0 S.W.G G.I earthing wire. The item
includes 1 No. of 63 Amp backelite sheet 12 mm thick HYLAM make terminal plate
and 1 No. of DP 6 -32 Amp MCB with DIN rail (B series) with rupturing capacity
≥10 KA, per fitting. for the purpose of earthing.
2 The pole shall be adequately strengthened at the location of the door to compensate
for the loss in section.
Bidder Signature Executive Engineer (M&E),
3 Provision shall be given inside this door for fixing the electrical terminals and allied
assecoreis and Suitable plate shall be provided for cable gland support.
4 Poles shall be pre-drilled and supplied complete with pole top cap and base plate.
5 The maximum design unit stress shall not exceed the minimum yield stress as stated
in this specification for the particular application and types of loads, including
overload capacity factors.
6 Bolts, nuts and locknuts for top cap, bearing plate and earthing nut shall be steel
Grade 4.6 and shall comply with the applicable requirements of ASTM A307 and
ASTM A 563 or equivalent and hot-dipped galvanized in accordance with the
requirement of 01-SDMS-01 with minimum average coating thickness of 0.053 mm,
equivalent to 381 g/m².
Protection against Corrosion: -
Individual sections of the pole, base plate and bracket arm shall be protected against
corrosion by hot-dipped galvanisation internally and externally in accordance with
the latest edition of BS EN ISO 1461. All welding works shall be done before the
(a) No zinc flux shall be left inside the pole or bracket arm after galvanisation. The
presence of these impurities can pose a problem in the installation of pole internal
(b) The treatment prior to galvanisation shall include degreasing, pickling, rinsing and
(c) The minimum average zinc coating weight shall be 610 grams per square metre.
Extra Protection against Corrosion at the Pole Base: -
(a) A coat of bitumen shall be applied internally and externally to the base section on
top of the galvanised coating by means of dipping. It shall be applied over the length
of the planting depth and for a distance of 200mm (and not more than 250mm)
above the planting depth. The total length to be applied with the bitumen coating
shall be shown in the following table. A circular marking shall be made on the poles
during manufacturing to indicate the level of the planting depth.
(b) The bitumen used shall conform to the latest edition of BS 4147or ASSHTO M190-
(c) The bitumen shall be heated in a tank to a temperature of approximately 220°C
before dipping.
(d) The dry film thickness of the bitumen coating shall be at least 762um.
(e) A layer of lime powder shall be applied to the bituminous coating for easy handling of
Aesthetic Appearance of the Finished Surface: -
Bidder Signature Executive Engineer (M&E),
(a) The poles and bracket arms shall be of prime finish and good uniformity; i.e. free
from injurious defects, such as blister, flux and non-coated spots, white rust, peeling
of bituminous paint coating, etc.
(b) The galvanising and bituminous appearance of poles and brackets supplied shall not
be inferior to the sample submitted for evaluation. If in the opinion of LTA that the
galvanising and bituminous finish of the poles and brackets is inferior to the sample
supplied, LTA shall have the right to reject the inferior poles or the entire lot.
Pole internal wiring: -
An adequate length of XLPE/PVC sheath cable, 3-core, 2.5mm2 rated at 600 /
Volts, shall be provided for the connection between the fuse cut-out unit and the
lantern. The cables shall be properly supported to prevent undue strain on the cable
terminations. The cable colour identification shall comply with the latest IEC/IS
The cables shall be manufactured to the latest edition of IEC 60502-1.
1) Shearing and cutting shall be performed carefully and all portions of the work shall
be finished neatly. Copes and re-entrant cuts shall be filleted before cutting.
2) All forming and bending during fabrication shall be done by method that will
prevent embrittlement or loss of strength in the material being worked.
3) All welding operations shall be done in accordance with the American Welding
Society, AWS D1.1.
4) Bolt holes as specified in the applicable drawings shall be punched or drilled. Holes
may be punched when the material thickness does not exceed the diameter of the
hole. Holes of any diameter may be drilled.Holes shall be cylindrical, perpendicular
to the pole shaft, free of burrs,and clean cut without torn or ragged edges. The use of
burning torch for cutting holes will not be permitted.
5) Extra holes for the purpose of lifting or other than those specified in the drawings
shall not be permitted.
6) All pre-drilled holes shall be provided with durable ultra-violet resistant, plastic
7) Steel pole shall be provided with M12 earthing nut at the location specified in
applicable drawing. Hot-dipped galvanized M12 x 30 mm long hexagonal bolt with
washer shall be screwed on to the earthing nut.
8) Steel poles shall be provided with detachable top cap and base bearing plate. Flat
bar with drilled and tapped hole to suit M12 bolt shall be welded to the top and
Bidder Signature Executive Engineer (M&E),
bottom of the pole for attaching the top cap and base bearing plate, respectively.
Hot-dipped galvanized M12 x 30 hexagonal bolts and washers shall be provided for
attaching the top cap and base plate.
9) The following tolerances shall apply:
Width or Diameter - The tolerance on the width or diameter of the section shall be
±4% (per BS EN 40-2) of the width or diameter or +/- 5 mm for A/F diameter
Thickness - The tolerance on the thickness of the material shall be ±0.22mm of the
thickness (per BS EN 10051).
Pole Dimension Requirement of GIDC
HEIGHT (Min.) 7 meter
O.D.TOP (Min.) 70 mm
O.D. BOTTOM (Min.) 135 mm
THICKNESS (Min.) 3 mm
BASE PLATE (Min.) 250 x 250 x 16 mm (PCD 240 mm)
+/-0.5 % for overall length
+/- 2 mm for center-to-center distance between holes
+/- 0.5 mm for diameter of pre-drilled holes
Straightness of the pole shaft shall be within 1 mm/m and without any twist. The
completed poles shall not deviate from straightness by more than an amount
calculated at the rate of 3mm per metre (per BS EN 40-2). This also applies to the
complete poles and bracket assembly.
The detail dimensions of pole are follows: -
Pole drawing from manufacturer must be get approved from D.E.E (M&E)/
Engineer Incharge of concerned department.
The Hot Deep Galvanized Top mounting bracket shall be supplied along with the
Octagonal Poles for installation of the luminaries
The HDG Decorative bracket same as per Pole Manufacturer shall be fabricated
having the design to be approved by the Department/Engineer-in-charge. Suitable
arrangement shall be provided at the top of the street light pole for fixing of street
light fixtures. MS Plate to be welded at the bottom of the pole and the necessary
earthing termination bolt and the cable entry for the Luminaries etc shall be
provided at proper distance for fixing of junction box.
Bidder Signature Executive Engineer (M&E),
The installation of pole shall be done as per direction of Engineer-in-charge at
distance of approx. 25 mtr between two poles or as per site requirement or as per
luminaire design data requirement in ZIG-ZAG / Single or Double Side/ Central
Special care shall be taken while erection of poles so that these are not strained of
damaged during erection and are firmly stayed till the foundation are secured, as per
instruction of Engineer-in-charge and as per drawing.
The alignment of all the pole and the height shall be in one line so that from the
distance it looks in one line. The material shall not be dispatched without prior
inspection by the inspecting authority appointed by the department or DEE (M&E)
1.12 Type Test: -
All materials shall be type tested in accordance with the latest standards in this
All sample poles and bracket arms shall be submitted to a accredited testing
laboratory for the following tests:
(i) Dimensional and Weight Measurements of pole & bracket;
(ii) Horizontal Deflection Type Test (per BS EN 40-3-2: 2000): The serviceability &
structural test loads for the verification test are the characteristic dead and wind
loads specified in clause 3 & 4 of EN 40-3-1 :
1.13 Serviceability requirements:-
The temporary horizontal deflection of the lantern connection caused during the
load test by the incremental load due to the horizontal forces corresponding to the
test load shall not exceed the value given in Table 3 of BS EN 40-3-3 class 2 [Max
horizontal deflection 0.06 (h+w)]
h - is the nominal height of the lighting column (in mm) as defined in EN 40-1
w - is the bracket projection (in mm) as defined in EN 40-1.
1.14 Structural requirements:-
For steel lighting columns the residual deflection after removal of the test load shall
be no greater than 10% of the deflection caused by the test load.
1.15 Application of forces:-
Bidder Signature Executive Engineer (M&E),
Horizontal forces shall be applied to act so that the moments caused at the critical
sections in the column are at least equal to the moments resulting
from the test loads. At all other points the moments shall be not less than 95% of the
moments resulting from the test loads.
The horizontal forces shall be applied in stages by means of at least five (5)
approximately equal incremental loads up to the test load. At the test load the
horizontal deflection of the lantern connection shall be measured and entered in the
After unloading from the horizontal deflection test, the residual linear horizontal
deflection shall be measured and recorded.
(iii) The position of the door relative to the direction of the horizontal loading shall be in
the most onerous position allowed in design and the position shall be stated. Where a
bracket is used the position of the bracket projection relative to the position of the
door shall be stated.
(iv) Before carrying out the tests, the lighting column may be loaded once and then
unloaded provided that the applied load does not exceed 50% of the test load.
(v) Galvanising Test: The poles and brackets shall be subjected to the galvanising
thickness test as laid down in the latest edition of BS EN ISO
(vi) Bitumen Test: The bitumen coating on the pole base shall be subjected to thickness
test as laid down in the latest edition of BS 4147 or ASSHTO M190-70.
(vii) Material Test: Steel material used for the manufacturing of poles and brackets shall
be subjected to test for compliance with the latest edition of BS EN 10025 Grade S
275 JR. The test method and the reference standards shall be subjected to the
approval of GIDC.
(viii) Welding Test: All welded portions of the pole and bracket shall be subjected to a
relevant welding test. The supplier shall state the reference standard and the
strength of the welded joint together with the tender. The reference standard shall be
the latest relevant British Standard. The reference standard and the strength of
welded joint shall also be subjected to the approval of GIDC.
(ix) For longitudinal seam weld, the reference standard shall be the latest edition of EN
1011-2; i.e. by transverse tensile test where results shall not be less than 60% of
specified minimum value of parent material.
(x) Mechanical Property Test: The accredited testing laboratory for this test shall cut off a
small piece of steel plate of adequate size from the base of the sample poles.
(xi) The tensile strength and yield strength of the sheet metal shall be measured. The test
results shall comply with the limits specified in the latest edition of BS EN
Grade S 275 JR steel as follows:
Bidder Signature Executive Engineer (M&E),
Particular BS EN 10025 Grade S 275 JR
Tensile strength (t<3) 430 -
Yield strength Yield strength
(c) Test report for the above shall be submitted by the supplier/manufacturer together
with the batch delivered. Otherwise, the batch of delivery will not be acceptable.
1.16 Batch Testing: -
(a) For each batch of delivery, the supplier shall submit samples to the accredited testing
laboratory for testing and inspection on the quality of the products. The delivery will
not be accepted by GIDC unless the sample passes the batch tests.
(b) For every batch delivery, the number of sample to be tested shall be in accordance to
the latest edition of EN ISO
Following the completion of all tests, two certified copies of the test reports shall be
submitted to GIDC for review and approval.
1.17 Full-scale Loading Test (Vertical Testing)
When GIDC desires full scale loading tests, it shall be as stated in the Data Schedule.
The Supplier shall then include in his proposal, as a separate item, the cost of the
Full scale loading test shall be in accordance with the applicable standards. The
Supplier shall submit for approval by GIDC diagrams showing the proposed scheme
for applying and measuring loads and determining deflections of critical points.
1.18 Deflections (During Pole Test).
Pole deflections under load shall be measured and recorded. Deflection readings
shall be recorded for the “before-load”, “load-on” and “load-off” conditions as well
as at all intermediate holds during loading. All deflections shall be performed to
Bidder Signature Executive Engineer (M&E),
common base readings, such as the initial positions, taken before any test loads are
A no-load deflection reading shall be taken five minutes after the removal of the
maximum test load, the reading shall not exceed the allowable deflection (5% of the
exposed length).
The Supplier shall furnish a full and comprehensive report of each pole test and shall
include detailed diagrams and tabulation showing values and methods of load
application and deflection records of each load test, photographs of test set up and
description (with photographs) of all failures, if any.
Include mill test reports of the material used and the results of any tensile tests of
specimens cut from any members, which failed during the testing program.
Particular emphasis shall be placed on the determination of the mechanical
properties of the material.
1.19 Acceptance Test: -
The Supplier, upon receipt of written acceptance from GIDC for the satisfactory
performance of the pole loading tests, may start fabrication of the steel poles.
Pole manufacturer should have valid full scale type test certificate for octagonal
street light pole for any height upto 12mtr issued within last 2 years by reputed
testing facility like CPRI or NABL Accredited Test Laboratory and if not available
than fresh Type test of pole should be carried out in presence of GIDC Officials and
Material testing/Inspection charges of shall be borne by the supplier.
1.20 Pole label:-
(a) Comes in one-piece for ease of on-site application: White-retro reflective sheeting as
the background and roll laminated with red-coloured cast vinyl film on top.
(b) The Cast-Vinyl Film shall be of Pantone colour code 187c and have a thickness of
0.05mm, with pressure sensitive adhesive designed for permanent graphics.
(c) The White retro-reflective sheeting shall comply to Type 11sheeting of ASTM D4956
(d) The whole piece of label shall have a minimum warranty of Fifteen (15) years from
the sheeting manufacturer. Quality audit must be performed by the sheeting
manufacturer to ensure proper fabrication and conformance to specification.
Bidder Signature Executive Engineer (M&E),
(e) Each pole label has to be silkscreen printed with the Sheeting Manufacturer’s
initials as well as the year of manufacture on it. The silkscreen printed initials / year
of manufacture should not affect the visibility of the label and therefore should be
kept at a size lesser than 3mm x 10mm to be printed at the bottom of the alphabets /
(f) The overall dimension of the label shall be 60mm x 110mm. The four (4) corners of
the label shall be curved. The height of the alphabets / numerals within the label
shall be 100mm.
(g) All lighting poles shall be conspicuously numbered using two (2) sets of pole label
and a round sticker bearing a black arrow against a yellow background that
indicates the direction of the lighting control box. Samples of the number labels shall
be submitted to GIDC for approval.
1.21 Warning arrow label:-
(a) The label shall have black arrows with yellow background. The width of the label
should be 300mm and go around the entire pole.
(b) The whole piece of label shall have a minimum warranty of Fifteen (15) years from
the sheeting manufacturer. Quality audit must be performed by the sheeting
manufacturer to ensure proper fabrication and conformance to specification.
(c) Each label has to be silkscreen printed with the Sheeting Manufacturer’s initials as
well as the year of manufacture on it. The silkscreen printed initials / year of
manufacture should not affect the visibility of the label and therefore should be kept
at a size lesser than 3mm x 10mm to be printed at the bottom of the label.
Each pole shall be provided an alu
minium name plate of with 80 mm x 80 mm or Suitable nameplate riveted to the shaft
at the location specified in applicable drawing. All markings shall be legible and so
applied to remain legible under normal handling and installation practices.The rivets
used to fix the name plate must be of non-rust type.
Nameplate shall include, but not limited to the following information:
GIDC Monogram
GIDC – Estate name
Height of Pole:
Bidder Signature Executive Engineer (M&E),
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