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Tender ID
Tender Value
₹9.0 Cr
EMD Value
₹9.0 L
Closing Date
13 Feb 2026, 6:00 pmClosed
DIRECTOR GETRI
Renovation and Interior Furnishing work of the Hostel Building at GETRI, Vadodara
273447
GUVNL/Tech/GETRI/Renovation/Hostel/60325
Open
Civil Works - Buildings
Works
Vadodara
2 documents required · 2 mandatory
₹11,180
Yes
Green Energy Transition Research Institute
₹9.0 L
Yes
5 Feb 2026
5 Feb 2026
5 Feb 2026
13 Feb 2026
5 Feb 2026
Name of Work: Renovation and Interior Furnishing work of the Hostel Building at GETRI, Vadodara.
GeneralInstructionstoTenderers
EligibilityCriteriaforpre-qualification.
Tender&Contractforworks (GeneralRules)
GeneralConditionsofContract
TechnicalSpecificationsforCivilWorks
B.G.format forE.M.D.
B.G.format forS.D.
ANNEXURE A - Declaration regarding CONFLICT OF INTEREST
ANNEXURE B - DECLARATION IN REGARD TO RELATIONSHIP WITH EMPLOYEE
ANNEXURE C - UNDERTAKING IN REGARD TO STOP DEAL/ BANNED FOR BUSINESS DEALING /
BLACK LIST THEREOF
Seal&SignofContractor ChiefEngineer(Projects)
GREEN ENERGY TRANSITION RESEARCH INSTITUTE, VADODARA
Gujarat Urja Vikas Nigam Limited, Head Office, Vadodara
Tender Notice No:GUVNL/Tech/GETRI/Renovation/Hostel/60325
DIRECTOR (GETRI), on behalf of Gujarat Urja Vikas Nigam Limited invites on line tender for work of
Renovation and Interior Furnishing work of the Hostel Building at GETRI, Vadodara.from
Registered Contractors of GUVNL/GETRI/MGVCL/PGVCL/DGVCL/UGVCL/GSECL/
GETCO/Central/State Government/Railway who satisfy eligibility criteria specified in tender
document. Tender document is available Online at www.nprocure.com(For view, download and
online submission). Tender ID No._______.Tender document can also be referred on web site
URL www.gseb.com”Tenders-GUVNL-Corporate Office” and www.guvnl.com.All the relevant
documents of tender (Technical bid and Price bid) are to be submitted online only
through n-procure within schedule time exepct EMD related cover.
Sr. Name of Work Estimate Time Limit Tender Fee in E.M.D. Appropriate
No. Rs. In Rs. Class of
Renovation and Interior
Furnishing work of the
01. 90204710 18 Months (GST @ 902047 AA Class
Hostel Building at
GETRI, Vadodara.
180 Days [From the opening of
Validity of Tender
Technical Bid].
Last Date of Online (E-tendering) Technical and 12.02.2026 up to 18.00 Hrs
price bid offer submission
Last date of submission of Physical Bid 13.02.2026 up to 18.00 Hrs
(EMD related documents) by speed post
Date of Online Opening of online / physical bid 16.02.2026 at 11.00 Hrs (if possible)
as well as technical bid
Tentative date of on line opening of Price Bid 18.02.2026 at 11.000 Hrs (if possible)
Note:Price Bid should not be sent separately in physical form, only on line price bid will be considered.
Technical Bid to be also submitted online only. No physical documents are needed to be sent except
EMD cover if paid by Demand Draft or Banker’s Cheque or Pay Order or Bank Guarantee or
notarized exemption documents as per clause no.4 of general instructions to the tenderers.The
Technical bid containing all the relevant documents& scan copy of EMD & Tender Fees will have to be
uploaded in PDF form (with 300 dpi or higher) through online on n-procure website only.
Be in touch with above websites till opening of tender.
Validity of tender: 180 Days from the date of opening of Technical Bid.
No tender shall be accepted / opened in any case submission after due date and time specified in,
irrespective of any delay due for any reasons and the Company shall not assume any responsibility for late
receipt of tender.
Regarding payment of Tender fees:
All the bidders will be required to pay tender fees plus applicable GST as mentioned in the tender
document in online only at the office address specified in the tender documentin favor of “Green Energy
Transition Research Institute”on any schedule Bank at Vadodara or by RTGS/NEFT/online.
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
Regarding of payment of EMD:
If the EMD amount is more than Rs. 3 Laks, it should be paid either by RTGS/NEFT/Online or Demand
Draft or Banker’s Cheque or Pay Order or Bank Guarantee. Otherwise it should be paid either in the
tender document in online only at the office address specified in the tender document or by
RTGS/NEFT/Online.
Details of bank A/c for RTGS/NEFT/Online are as follows:
Bank name:- :-Indian Bank
Name ofBranch: -001/B,KRISIL TOWER,OPP:-YASH COMPLEX ,GOTRI ROAD,
VADODARA-390021
Name of Account : Green Energy Transition Research Institute
Account No.:-SB
IFSC Code:- IDIB000G064
The Company reserves the right to reject any or all tenders or accept any tender without assigning any
reason thereof.
GETRI, VADODARA
GENERAL INSTRUCTIONS TO THE TENDEDERS
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
1.0 Onlinetenders are hereby invited for work of Renovation and Interior Furnishing
work of the Hostel Building at GETRI, Vadodara.
2.0 The scope of work is explained in Tender Specification. The work shall be carried out
according to the enclosed General Conditions, Technical Specifications& drawings issued
by the company as per exiting site conditions & requirements, the alterations shall be
acceptable by contractor without any extra claims.
3.0 Tenders must be submitted on nprocure website only and no physical documents
are required to be sent except EMD if paid by Demand Draft or Banker’s Cheque
or Pay Order or Bank Guarantee. Conditional tenders will be outright rejected.
Tender must be submitted on time and delay due to any services i.e. internet,
nprocure, etc. will not be considered
4.0 Tender fees & EMD
1. Regarding payment of Tender fees:
All the bidders will be required to pay tender fees plus applicable Taxesas mentioned in the
tender document in online only at the office address specified in the tender document or by
RTGS/NEFT/online.
2. Regarding of payment of EMD:
If the EMD amount is more than Rs. 3 Lakhs, it should be paid either by RTGS/NEFT/Online or
Demand Draft or Banker’s Cheque or Pay Order or Bank Guarantee. Otherwise it should be paid
either in online only at the office address specified in the tender document or by
RTGS/NEFT/Online.
Details of bank A/c for RTGS/NEFT/Online are as follows:
Green Energy Transition Research Institute
Account No.: -SB
IFSC Code: - IDIB000G064
Bank Name:-Indian Bank
Branch address: 001/B,KRISIL TOWER,OPP:-YASH COMPLEX ,GOTRI ROAD,
VADODARA-390021
Where ever Bank Guarantee(s) is/are to be submitted towards EMD/SD/
Performance Guarantee against warrantee etc., GETRI would accept Bank
Guarantees shall be submitted only from the Scheduled / NationalizedBanks, as
per Govt. of Gujarat GR No. FD/MSM/e-file/4/2024/2859 DMO dated
01.05.2025,towards SD and EMD.
Chequesarenotacceptable.CorporateBankGuaranteesNotAllowed.
ThisearnestmoneywillbeforfeitedbytheCompanyincaseofsuccessfulbidderwho, after
his tender has been accepted, refuses to pay the security deposit, sign &complete
the contract document before the validity of the offer. The earnest
moneywillberefundedtoallunsuccessfulbiddersaftertheawardofcontractorexpiryofthe
validity of the offer whichever is later. Tenders without payment of
earnestmoneydepositare liable toberejected.
Exemption is given to Small Cottage & Tiny works Units in payment of EMD
& relaxation in payment of Security Deposit & Performance Guarantee. The
following guidelines are reiterated.
The Micro and Small Scale Industrial (Service) Units registered under Small
Scale industries of Gujarat State and holding subsequent registration with
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
CSPO /NSIC / GS&D, Registration Certificates for the item under Tender
will be eligible for exemption from payment of EMD on submission of duly
notarized copies of their UDYAM REGISTRATION CERTIFICATE only out
of SSI/MSME Part-II/Udhyog Aadhar/Udyam Registration Certificate shall
remain valid from 1st April 2022 OR from the date as amended in future
with time to time Notification issued from Ministry of Micro, Small & Medium
Enterprises (MSME), Govt of India & CSPO / NSIC /DGS&D Registration
Certificates in EMD Cover.
"In case of UDYAM REGISTRATION CERTIFICATE / Udyog Aadhar
Memorandum, the certificate should indicate the service of related group of
item (i.e. Section M, Division 71 or 74, Group 711 or 749 having NIC 5-digit
code of 71100(Architectural and engineering activities and related technical
consultancy) or 74909(Other professional, scientific and technical activities
n.e.c.) 'It is to be noted that out of SSI/MSME Part- II/ Udhyog
Aadhar/Udyam Registration Certificate only UDYAM REGISTRATION
CERTIFICATE shall remain valid from 1st April 2022 OR from the date as
amended in future by the with time to time Notification issued from Ministry
of Micro, Small & Medium Enterprises (MSME), Govt of India
All the "SSI" and "NSIC/CSPO/DGS&D" registration certificates Documents
furnished along with the tender submitted by the bidders having Small,
Cottage & Tiny Industrial units registered under small scale industries of
Govt. of Gujarat should have clear validity as per the tender and should
invariably be renewed as per the norms of "SSI" and "NSIC/CSPO/DGS&D"
registration certificates Otherwise they shall have to pay E.M.D. and no
exemption will be granted.
Tenders submitted without Earnest Money Deposit by the contractor/firms,
who are not eligible for any exemption, will be rejected without entering in to
further correspondence in this regard and no reference will also be made.
Tender submitted without EMD shall be rejected out rightly.
The above certificates should indicate the name of works / services of
tender. Provisional Registration Certificates are NOT allowed."
(1) Wherever in the tender, the rate for Security Deposit & Performance
Guarantee is stipulated at 10 %,the same shall be relaxed to 6 % for
bidders complying the conditions as above.
(2) Wherever in the tender, the rate for Security Deposit & Performance
Guarantee is stipulated at 5 % the same shall be relaxed to 3 % for
bidders complying the conditions as above.
(3) No price preference shall be given to any Bidders.
5.0 If EMD is submitted vide Demand Draft or Banker’s Cheque or Pay Order
or Bank Guarantee or notarized exemption documents as per clause no.4
of general instructions to the tenderers. EMD shall
besubmittedinaclosed/sealedenvelope,superscripted–“EMDforRenovation and
Interior Furnishing work of the Hostel Building at GETRI, Vadodara”, sent
by Speed Post only, so as to reach Director (GETRI),Green Energy Transition
Research Institute,Beside 132KV Gotri S/S, Gotri Road Vadodara –
021ontheday& timeindicatedintheTender Notice.
6.0 The bidders shall note that no deviations from the technical specifications or
commercialconditions with this bid are acceptable & it will be presumed that the bidder
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
agrees entirely with the specifications &general terms &conditions of the contract.
7.0 Tenders received after time & date specified in the tender notice will not be accepted, in
8.0 The work shall be completed within the period stipulated in the contract. However it may
be noted that drawings shall be released progressively & site clearance arranged
accordingly to the progress of work at site. Therefore the contractor has to organize
&coordinatetheworkstosuitthese. In the eventofanydelayduetotheaboveordue to any
other reason not attributable to the contractor, reasonable extension in completing the
work may be given at the discretion & as decided by the Company but no compensation
or idle charges will be paid to the contractor on this account under any circumstances.
9.0 The Company reserves the right to accept any tender irrespective of whether it is lowest
or not or to reject all the tenders without assigning any reasons thereof. Tenders
departing from the technical Specification or the method of bidding in a radical manner
may also be rejected.
10.0 The tenderers shall be presumed to have carefully examined the drawings, conditions &
specifications of the work & to have acquainted themselves with all the details of the site
conditions, scope of work, locations, materials, geological & weather
conditions/characteristics, labour conditions & in general necessary information & data
etc. pertaining to & need of the work. (Performa given in Appendix-V shall be filled and
submitted with tender).
11.0 On acceptance of the tender the name(s) of the accredited representative(s) of the
tenderer who would be responsible for taking instructions from the Engineers of the
Company shall be communicated to Director (GETRI),Green Energy Transition Research
Institute,Beside 132KV Gotri S/S, Gotri Road Vadodara – 390
12.0 The prices should be inclusive of all applicable taxes excluding prevailing GST
payableextra. All royalties, sales tax, toll tax, local tax, development charges & any
othertaxes Works Contract taxes etc. in respect of this contract shall be payable by
thecontractor&MadhyaGujaratVijCompanyLtd.willnotentertainanyclaimswhatsoeveri
nthisaspect.Anystatutoryvariationinfuturetowardstheabovementioned taxes that
shall also be payable by the contractor & GETRI shall not entertain any claim of
whatsoever nature, during or after thecompletion of this tendered work. Proof of
such payments made by the Contractor tothe appropriate departments shall be
GETRIIfailingwhichappropriateamountshallbewithheldongettinginformation/instruct
iontheconcerned departments.
12.0A-Goods&ServicesTax (GST):
GETRIGSTRegistrationNo.is24AAATG9371N1Z8
The firm prices are exclusive of Goods & Service Tax as applicable. The amount
andrate (%) of GST as applicable should clearly be indicated separately. (GST
means allapplicable Tax/Cess under GST Laws. GST Laws means IGST Act, GST
(CompensationtotheStateforLossofRevenue)Act,CGSTAct,UTGSTActandSGSCTAct,2
017andall related ancillary legislations).
Contractor should charge GST in Invoice at the rate as agreed to / mentioned
inacceptance of tender only and any deviation in the same shall not be
accepted.Further, any additional liability of GST (later on due to wrong mentioning
of GST rate,mis-interpretation of HSN/SAC Code, etc.) over and above as charged
in the invoiceshall be borne by the Contractor. However, any refund received by
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
onaccountofGSTchargedfromtheCompany;suchrefundshallhavetobepassedonto the
Company, along with interest if any. Such refund along with interest needs
tobepassed onsuo-motuby thecontractor.
Further, the Company has a right to recover the amount Of GST along with
penalinterestatthe rate of 15%per annum or interest/fees
andpenaltychargedunderGSTLaw,whicheverishigherifGSTchargedisnotpaid/shortpai
dtothegovernment or failed to upload the details or uploads inaccurate particulars
on GSTINportalby theContractorwithinthestipulatedtimelimit.
12.0B-STATUTORYVARIATION:
AnystatutoryincreaseordecreaseinGSTasapplicableorintheeventofintroduction of
new tax/cess or cessation of existing tax/cess subsequent to the offerif it takes
place within the original contractual completion date will be to COMPANY’saccount
subject to the claim being supported by documentary evidence. However, ifany
decrease takes place after the contractual delivery date, the advantage will
havetobepassed ontoCOMPANY.
13.0 Bidder must produce the copy of full set of Audited Accounts & Financial Turnover of last
three (03) financial years (i.e. FY 2022-23 to FY 2024-25) mandatorily mentioning with
Unique Document Identification Number (UDIN) on the Audited Accounts. The original
scanned copy of same should be uploaded in technical stage of online/e-tender. Average
Annual financial turnover during the last 3 Financial years, ending 31st March of the
previous financial year should be at least 30% of the Estimated cost.
14.0 This specification is intended as a general description of quality envisaged for materials&
workmanship & of the finished work. It is not intended to cover minute details. The work
shall be executed in accordance with the best modern practice & to the complete
satisfaction of the Company. Special techniques approved by the Company shall be used
if & where found necessary. This specification shall have precedence if anything contrary
to this is stated elsewhere in the contract documents, the Company’s decision shall be
final & binding to the contractor on any issue arising out of such discrepancies.
15.0 No deviations from the Terms & Conditions of the Contract & / or Technical Specification
stipulated in this Contract shall be permitted & the tenders received with deviations shall
summarily be rejected.
16.0 The successful contractor will have to sign an agreement as per the GETRI’s rules on
stamped paper & the necessary stamp duty charges shall be borne by thecontractor.
17.0 Thebiddershallcarefullystudytheworktobecarried.TheCompanywillnotpayany extra or rate for any
reason in case the contractor claims, after acceptance of contract, to have misjudged the site
18.0 The percentage quoted shall include cost towards of all materials, & machinery including
equipment’s, fixtures, labour, constructional equipment’s, fuel, scaffolding, staging,
ramps, walkways, approach and haul road, temporary works, etc. bearing permanent or
temporary nature necessary for the completion of the work in all respects, except for
those items specifically mentioned to be furnished by the Company. The contractor must
also arrange for the transport of materials & include all such costs in the rates quoted by
him for finishedwork.
19.0 During the execution of the work if it is found that the work is not progressing as per the
Scheduled Progress Program, approved by the Company & planned by the Contractor,
due to the reasons attributable to the Contractor suitable action shall be taken as per
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
Clause No.3 & 4 appearing in the Company’s prescribed Booklet for “Tender & Contractor
20.0 The contract or any part thereof shall not be subject to change without the written
permission of the Director (GETRI), Green Energy Transition Research Institute,
Beside 132KV Gotri S/S, Gotri Road Vadodara – 390 021or his
authorizedrepresentatives
21.0 Tender shall remain open for acceptance for a period of 180 days from the date of
Technical bid opening & during this period no bidder shall be allowed to withdraw his
tender. Any such withdrawals, during the said period will entail forfeiture of the earnest
money deposited with the tender.
22.0 Further information required, if any, can be had from the office of The Director
(GETRI),Green Energy Transition Research Institute,Beside 132KV Gotri S/S, Gotri
Road Vadodara – 390 021. But it must be clearly understood that the tenders must be
received complete in every respects by the due date & time.
23.0 The notice inviting tender, general instructions to the contractors & all documents of this
tender shall form part of the contract.
24.0 The contractor will have to make his or her own arrangement of electric
powerrequired for construction activity and fabrication activity. However, if
Company supplyelectric power then in that case it shall be given at one point on
chargeable basis asper Company’s rules. Further distribution will have to be
carried out by the contractoras per requirements at their own cost. The necessary
consumption charges will berecovered as per the tariff rate of GETRI from time to
timeasper Company’s rules.
25.0 Thecontractorwillhavetomakehisorherownarrangementofwaterrequiredfor
construction activity. However, if Company supply water then in that case it shall
begiven at one point on chargeable basis as per Company’s rules. The recovery
towardsconsumptionofwater,ifGETRIsupplies constructionwater, shall be affected
at the rates prevailing, during that period of consumption, intheGETRI.
26.0 Work under this contract shall be completed in all respects within time limit specified in
advertisement from the date of Letter Of Intent [LOI]. However, interim mile stones to
be jointly fixed after issue ofLOI.
27.0 No escalation towards labour and material / fuel shall be paid in this execution of
contract. Price quoted shall be firm. Contractor shall pay minimum wages to his laborers
as per the Minimum Wages Act, 1948 & rules there under as applicable from time to time
in pursuant to the State Government notification. The concerned contractor shall submit
the details of the payment with due certificate of LWO/IRO of the Company.
28. 0 Each tenderer shall also submit a Declaration to the effect that tenderer is an
engineering construction firm or an association of firm. Information should be also given
regarding the constitution of the firm; it’s authorized, subscribed & paid up capital, the
date & place of registration, the place of business, the names of the directors & other
relevant information.
29.0 In the case of non-Indian firms the declaration should also include an undertaking to the
firm registered, within three months of the date of notice of the acceptance of the
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
30.0 Failure to so, as required in above clauses, in registering the firm after due notice, the
tender acceptance is liable to result in the annulment of the tender with forfeiture of the
earnest money deposit & other penalties that may be leviable under the conditions
specified in tender & contractdocuments.
31.0 Each tender shall contain the name, residence & place of business of person or persons
making the tender & shall be signed by the tenderer with his usual signature with seal of
32.0 Tender by partnerships shall furnish the full names of all partners. It shall be signed with
the partnership name by one of the members of the partnership or by an authorized
representative followed by the name &designation of the person signing.
33.0 An attested copy of the constitution of the firm with the name of partners shall be
furnished. Whenever, whether in submission of the tender or later in other matters, the
signatures are made by one person on behalf of Directors or a firm or a corporation, an
attested copy of the resolution of the partners or of law shall be supplied by the
tenderer authorizing Witnesses & sureties shall be persons of status & probity, &their
names, occupation & address shall be stated below their signatures. All signatures shall
34.0 Tenders by corporation shall be signed with the legal name of the corporation followed
by the name of the state of incorporation & by the signature & designation of the
president, secretary or other person authorized to bind it in the matter with rubber seal
35.0 Company reserves the right to delete any item of Schedule-B for which contractor shall
not have any right to claim on thisaccount.
36.0 The quantities in the attached Schedule-B are estimated quantities & may vary on
execution up to any extent for individual items but overall shall remain within +/- 25%
(Plus or Minus 25%) of the total contract value. The rates shall be firm for any such
37.0 Each tender should be accompanied by a Solvency Certificate not older than
months, issued by a bank listed in the Government of Gujarat Finance
Department's GR ( For Bank Guarantees) regarding the tenderers’ financial
stability to the extent of 20% of the cost of the work tendered.
38.0 The Bidders shall study the Conditions of site & shall resort to dewatering, where
necessary, by appropriate methods & maintain reasonably dry areas to work at.
39.0 The Contractor shall prepare all required roads to execute various items of this Contract
& arrange all transport of materials & all such costs shall be taken care of while quoting
the rates. No extra payments shall be admissible towards such costs. On completion,
this shall be cleared if asked by GETRI at no extra cost.
40.0 No idle charges shall be entertained by GETRI for any site conditions or any
41.0 The Contractor shall take all requisite & necessary care to observe that no damage is
occurred to the Existing structures, if any. For any damage to the Existing
Structures of Green Energy Transition Research Institute (GETRI), the
Contractor shall be heldresponsible.
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
42.0 The Bidders shallnote:
I. Percentage rates quoted shall cater for the cost of all materials & labour Including all
leads & lifts, tools, plants, consumables such as but not limited to fuels, lubricants, etc.
cost due to mobilizing / demobilizing, temporary / Permanent constructions
II.Percentage rates quoted shall include for the details of constructions, which are
obviously & fairly intended & which may not have been specifically referred to in these
documents but are essential for the satisfactory Completion of the work.
III. Percentage rates shall be firm for variations up to any extent for individual items but
overall shall remain within +/- 25%[PLUS OR MINUS 25%] of the total contract value.
IV. No price escalation on any account, willsbe payable.
43.0 Tenders, which do not fulfill all the above conditions & those specified in the documents
attached with this contract document or incomplete in any respect, are liable to
44.0 The contractor shall have a separate Provident Fund Code of RPFC in the name of
company/Firm/Agency. The contractor, who does not possess such separate P.F. code,
shall not be considered for acceptance of tender. The contractor has to submit such
certificate showing P.F. Code along with tender.Bidder should submit the copy of PF
code certificate issued by appropriate Provident Fund Authority alongwithBid. The PF
code certificate should be on the name of the Firm /Agency/ Company itself for the
45.0 Effect and validity of Bid:The submission of any bid connected with this document
and specification shall constitute an agreement that bidder shall have no cause of action
or claim against GETRI/GUVNL for rejection of his bid. The owner shall always be at
liberty to reject or accept split any bid or bids at his sole discretion and any action will
not be called into question and the bidder shall have no claim in that regards against the
46.0 Site visit: The bidder is advised to visit the site and examine the site condition. Where
in the work is proposed to be carried out and to get himself fully acquainted at his own
responsibility for all information that may be necessary for quoting the tender bid
(Performa given in appendix-V shall be filled and submit along with tender) and entering
in to contract. All cash and liabilities arising out of the site visit shall be at bidderaccount.
47.0 Recoveries:
I) In case of any damage to equipment/machinery or structure/building of GETRI or
any public property due to negligence’s of contractor or any other reasons attributed
to contractor the decision of E.I.C. regarding the amount of recovery shall be final
II) If the contractor fails to execute the work as per direction of E.I.C. within the time
frame given,GUVNL/ GETRI shall get the work done through any other contractor
and the cost of execution of such work along with 15% overhead charges shall be
deducted from contractor monthly bill over and above recovery as per rules.
48.0 Any information, dossier or revised offer once submitted during or after the date of
submission of tender shall not be accepted.
49.0 The tendermust reachto the office of Director (GETRI),Green Energy Transition
Research Institute,Beside 132KV Gotri S/S, Gotri Road Vadodara – 390 021on
or before due date and time of submission mentioned intender
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
notice.Anytenderreceivedaftertheduedateandtimeofsubmissionshallnotbeconsidere
50.0 Once the offer submitted will not be returned back for any reason thereof in any case.
GETRI, VADODARA
GREEN ENERGY TRANSITION RESEARCH INSTITUTE, VADODARA
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
ELIGIBILTY CRITERIA FOR PREQUALIFICATION
Name of work: Renovation and Interior Furnishing work of the Hostel Building at GETRI,
Bidder should be register in proper class as per tender notice having experience of
executingsimilarwork.Heshouldhavesufficientfinancialstrengthrequiredtocompletetheproject.
Thefollowingdocuments/detailsaremandatorytosubmitalongwithTechnicalBid:
1. Contractor should submit evidence of having work experience in the form of work completion
certificate of executed works under single contract as main contractor of similar nature with the
departments like GETRI / GUVNL & Its subsidiary companies / Central government / State
Government / Railway / Semi-Government / Public Sector Organization / Public Sector
Undertaking. The contractor should submit the satisfactory work completion certificate from
respective department / organization. Contractor should produce evidence of experience having
successfully completed similar works during last 7 years ending last day of the month previous to
the one in which applications are invited should be either of the following:
a. Three similar completed works costing not less than theamount
equalto40%ofthe estimatedcost.
b. Twosimilarcompletedworkscostingnotlessthantheamountequalto50%
ofthe estimatedcost.
c. Onesimilarcompletedworkscostingnotlessthantheamountequalto80%o
fthe estimatedcost.
Inadditiontoabove,thecriteriaregardingsatisfactoryperformanceofworks,per
sonnel,establishment,plants,equipmentetc.maybeincorporated. photo copy
of orders secured from GETRI / MGVCL / GSECL / GETCO /UGVCL /
DGVCL / PGVCL / Central / State Government / Railway
and/orsatisfactorycompletioncertificatefromrespectivedepartment.(WorkCo
mpletionCertificate is mandatory) (Similar completed works i.e. civil
building construction work / building renovation works.)
2. Latest Bank Solvency Certificate, not older than 12 months, for a
minimum amount of 20% of the estimated cost of the work, issued by a bank
listed in the Government of Gujarat Finance Department's GR (for Bank
Guarantees) issued from time to time.
3. Separate provident fund code number towards registration of your firm
withRegionalP.F.commissioner.Bidder should submit the copy of PF code
certificate issued by appropriate Provident Fund Authority alongwithBid. The
PF code certificate should be on the name of the Firm /Agency/ Company
itself for the subject work.
4. Bidder should submit the copy of Workmen’s Compensation & Employer’s Liability
Insurance premium paidpolicy if register with ESI. And If not then Insurance
premium paid Policy in respect of the employeesengaged/deployed with the work as
per the scope of the tender of the current year should provide at the timeof
commissioning of the work and time to time should be validated till the completion of
the order/work.
5. Contractorshould submit evidenceasa registeredcontractor
inappropriateclassWith Govt./Semi. Govt. and registration should be valid on
date of openingofPriceBid.
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
6. Contractor should produce audited copies of the Balance sheet with profit and
loss account with Unique Document Identification Number (UDIN) for last
three Financial Years i.e. (FY 2022-23 to 2024-25). Average Annual financial
turnover during the last 3 Financial years, ending 31st March of the previous
financial year (as on 31.03.2025) should be at least 30% of the Estimated
7. AttestedcopyofPowerofAttorney,ifany,forsigningthebiddocuments.
8. CopyofPANcardinthenameof Firm/ Agency/ Company itself.
9. PartymusthaveGSTRegistrationandshouldsubmitcertifiedcopyofthesameinthe name of the
Firm /Agency/ Company itself.
10. ConflictofInterestamongBidders/Agents(AnnexureA)
ABiddershallnothaveconflictofinterestwithotherbiddersforparticularquo
teditem.Suchconflictofinterestcanleadanti-competitive practices to
detriment of procuring Entity’s interests.
Thebidderfoundtohaveaconflictofinterestshallbedisqualified.Abidder
may be considered to have conflict of interest with one or more
parties in this bidding process for particular quoted item, if:
a. Theyhaveproprietor/partner(s)/Director(s)incommon;or
b. Theyreceiveorhavereceivedanydirectorindirectsubsidy/financialstakefro
c. Theyhavethesamelegalrepresentative/agentforpurposesofthisbid;or
d. They have relationship with each other, directly or through
commonthird parties, that puts them in position to have access to
informationaboutorinfluence onthe bidofanotherbidder;or
e. B i d d e rparticipates in more than one bid in thisbidding
process.Participationbyabiderinmorethanonebidwillresultindisqualificati
on of allbids in which the parties are involved. However,this does not
limit the inclusion of the components/ sub-assembly
/assembliesfromonebiddingmanufacturerinmorethanonebid.
f. In cases of agents quoting in offshore procurements, on behalf of
theirprincipal manufacturers, one agent cannot represent two
manufacturersorquoteontheirbehalfinaparticulartendererenquiry.One
manufacturer can also authorize only one agent/ dealer. There can
beonlyonebidfromthefollowing:
1. The principal manufacturer directly or through one Indian agent
2. Indian/foreignagentonbehalfofonlyoneprincipal.
g. Abidderoranyofitsaffiliatesparticipated asaconsultant inthepreparation
of the design or technical specifications of the contract
thatisthesubjectoftheBid;
h. Incaseofholdingcompanyhavingmorethanoneindependentlymanufactu
ringunits,ormorethanoneunitshouldquote.Similarproactively declare
such sister/ common business/ management unit
insame/similarlineofbusiness.
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
i. Bidder shallnotactincontravention/ violation totheprovisions
ofcompetitionact,as amendedfromtime totime.
j. Everybiddershould,atthetimeofsubmissionofbid,giveadeclaration,thatbi
ddershallnothaveconflictofinterestwithotherbidders,where bidders are
asked to quote rates for all tender items
i.e.ratesarecalledon%agebasis,asabove.
11. Relationshipwithemployee(AnnexureB)
Everybiddershould,atthetimeofsubmissionofbid,giveadeclarationasun
“if inany Bidder company/firm, the interest(i.e. Shareholding
incompanyandshareinpartnershipfirm)ofanyemployeeofthetenderingcompa
nyor his/her relative as defined in section 2(77) of the company’s Act
2013 is10% or more, the tendering company will not deal with such
company/firmatall.
Tenderertherefore,mustspecificallydisclosethisfactinhistechnicalBid, on-
disclosureofsuchfactswouldimmediatelydisqualifythetendererforfurtherdeal
ingwiththe tenderingcompany.”
12. UNDERTAKINGINREGARDTOStopDeal/BannedforBusinessdealing/Bla
ckList.(AnnexureC)
Note: Price Bid should be submitted On-Line only and not in physical form.
The technical bid shall be opened on date and time as specified in Tender Notice if possible.
After scrutiny of the technical bid if party fails to fulfill the above requirement for pre- qualification,
the price bids of such parties will not be opened. The price bid of qualifying parties thereafter shall
be opened on the date and time indicated in Tender Notice, if possible.
The Earnest Money Deposit and tender fee will be accepted in online only at this office address
specified in the tender document or by RTGS/NEFT/online in favour of “Green Energy Transition
Research Institute, Vadodara”. The Earnest Money Deposit in any other form shall not be accepted
and no interest shall be payable on the Earnest MoneyDeposit.
The envelopes should be clearly super-scribed with Reference Number of Tender, Due date of
receipt and Title of Work. The offer should be valid for acceptance for a minimum period of
days from the date of opening of technical bid.
GETRI, VADODARA
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
The scope of the work as following:–
(1) The work includes “Renovation and Interior Furnishing work of the Hostel
Building at GETRI, Vadodara”. The scope of work shall be as per drawing
attached herewith and as peritems described in Schedule-B. Condition of
contract, technical specification thereinand construction drawing released from
time to time as per requirement and as perengineer in charge’s directions. The
work covered by the specifications shall
includefurnishingallmaterialsincludingsteel,cementlaboursupervision,plantsandequi
pmentsandtools,
tacklesetc.,asmayberequiredfortheexecutionandsatisfactorycompletionofthework.
(2) Youshallberequired toperformtheworkaccordancewiththefinalconstructionand
/or additional and general drawings, specification etc.,and in a manner
acceptableto EIC who shall have power to reject any work or materials which in
his judgment isnot in fully conformity therewith. You should not make any
alteration in the drawingswithout, prior written approval of EIC. In case of any
conflict regarding interpretationof meaning of the drawings or specifications, the
EIC shall interpret such meaningwhich will be final and binding to you. In no
case, work shall be proceeded with anyuncertainty.All
doubtsmustbeclarifiedwiththeEIC atonce.
(3) Youshallrectifyandmakegoodalldefectiveworkduringthedefectliabilityperiodasmenti
oninthetenderfrom thedateofsuccessful completionofthework.
(4) All other work not specifically mentioned above/in Schedule-B but indicated in
thedrawings, which are necessary for the satisfactory completion of the works as
(5) FortechnicalspecificationbookletforGETRI/GUVNLaswellasPWDtendersspecification
forrespective itemsshallbe applicable andbindingandsame isavailable intheoffice
for reference. Tenderer is requested to refer the same before filling the
GETRI, VADODARA
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
TENDER AND CONTRACT FOR WORKS
GENERAL RULES AND DIRECTIONS FOR THE GUIDANCE OF CONTRACTOR
Notwithstanding anything contained to the contrary in the specification or tenders in subsequent
exchange of correspondence, the conditions of contract shall be binding on the contractor and any
change or variations expressed or implied, however made in the said conditions shall not be valid or
operative unless expressly sanctioned by the Company. The contractor shall be deemed to have
fully informed himself and to have special knowledge of the provisions of the conditions of contract
herein contained.
01. All works proposed to be executed by the contract shall be noticed in one of the English
and one of the vernacular local daily newspapers, stating the work to be carried of as well
as the date of submitting and opening tenders and time allotted in carrying out the work.
Also the amount of earnest money to be deposited with the tender and the security
deposit to be deposited by the successful tenderer and the percentage, if any, to be
deducted from bills.
02. Copies of specifications, design, drawings, estimated rates, scheduled rates and any other
documents required in connection with the work which will be signed by the Engineer-in-
Charge for the purpose of identifications shall be open for inspections by the contractors
at the office of the Director GETRI during office hours.
03. Whether the works are proposed to be executed according to the specifications
recommended by the contractor and approved by a competent authority on behalf of the
GUVNL/ GETRI, such specifications with designs and drawings shall form part of the
accepted tender.
04. The receipts for payments made on account of any work, when executed by a firm should
be signed by all the partners except where the contractors are described in their tender as
a firm, in which case the receipt shall be signed in the name of firm including the partners
or some other person having authority to do so.
05. The tenderer shall fill up the usual form stating at what percentage above or below rates
specified, he is willing to undertake the work. Only one rate or such percentage on all the
estimated rates or schedule rates shall be mentioned.
06. Tenderer which propose any alteration in the work specified in the form in invitation to
tender or in the time allowed for carrying out the works or which contain any other
conditions of any sort, will be liable to rejection.
07. No single tender shall include more than one work, but contractors who wish to tender,
for two or more works, shall submit a separate tender for each work. Tender shall have
the name and the number of the works, of which they pertain, be super- scribed on the
08. The Engineer-in-charge or his duly authorized assistant will open tenders in the presence
of any intending contractors who may be present at the time and will enter the amount of
the several tenders in a comparative statement in a suitable form. In the event of a
tender being accepted, the contractor shall there upon, for the purpose of identification,
sign copies of the specifications and other documents. In the event of tender being
rejected, the officer (Engineer-in-charge) shall authorize the paying officer concerned to
refund the amount of the earnest money deposited to the contractor making the tender
on his giving a receipt for the return of the money.
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
09. The officer, competent to dispose off the tenders, shall have the right of rejecting all or
any of the tenders, without assigning any reasons thereof.
10. No receipt for any payment alleged to have been made by contractor in regard to any
matter relating to tender of the contract shall be valid or binding on the Company unless
it is signed by theEngineer-in-charge
11. The memorandum of work to be tendered for and the schedule of materials to be
supplied by the GETRI/Gujarat Urja Vikas Nigam Limited and their rates shall be filled in
and completed by the office of the Engineer-in-charge before the tender form is issued if
a form issued, to an intending tenderer has not been so filled in and uncompleted he shall
request the said office to have this done, before he completes and delivery his tender.
12. All works shall be measured, meet by standard measure and according to rules are
custom and usual in the use in the GETRI/Gujarat Urja Vikas Nigam Limited, and no
proposal to adopt alternative method will be accepted, the Engineer-in-charge's decision
as to what is “the usual method in use in the GETRI/Gujarat Urja Vikas Nigam Limited”
shall be final.
13. Every contractor shall, except the registered contractor on the approved list of the
Company, produced, along with the tender a solvency certificate from of a banker’s
certificate of his financial stability, if he fails to produce such a certificate his tender will
not beconsidered.
14. All corrections and addition or pasted slips should be initialed.
15. Tenderer shall be deemed to have full knowledge of relevant documents, site conditions
etc. whether inspected or not by him.
16. Submissions of tender by a contractor implies that he has read the instructions and
condition of contract herein contained and has made himself aware of the scopes and
specifications of the work to be done and conditions and rates at which stores materials
etc. will be issued to him and local conditions and other factors bearing on the execution
17. Under no circumstances shall any contractor be entitled to claim enhanced rates for any
item of contract without prior sanction of the competent authority.
18. These rules and directions shall form part of the contract.
I/We hereby tender for the Green Energy Transition Research Institute / GujaratUrja Vikas Nigam
Limited (herein referred as “Company”) of the work specified in the underwritten memorandum
within the time specified Schedule B (Memorandum showing items of work to be carried out) and in
accordance, in all respect, with the specifications, design, drawings and instructions in writing and
as per annexed conditions of contract and agree that when the materials for works are provided by
the Company such materials and rates to be paid for them shall be as provided in Schedule A
Time allowed for the completion of work shall be w.e.f. date of written order to commence the
Should this tender be accepted I/We hereby agree to abide by and fulfill all the terms and
provisions of the conditions of contract annexed hereto as applicable and in default thereof forfeit
and pay to the Company the sums of money mentioned in the said conditions.
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
CONDITIONS OF CONTRACTS
1. Definitions:
(a) The Contract means the documents forming the tender and acceptance thereof, together with the
documents referred to therein or individual work order in the case of term contract, including these
conditions, schedules and / or additional conditions attached to the form of tender or individual
work, order, rate schedule, the specifications and the drawings and all these documents as
applicable taken together shall be deemed to form thecontract.
(b) The “Tender Document” means the form of tender, the applicable schedules and/or additional
conditions and the specifications and/or drawings as issued to the contractors for the purpose
preparing tender.
(c) The expression “works” or “work” when used in the conditions of contract shall, unless there be
something in the subject or context repugnant to such construction means, the works or the work
contracted to be executed under or in virtue of the contract whether original or altered.
(d) The “Contractor” means the individual or firm or company, whether incorporated or not,
undertaking the works and shall include his or its legal personal representative, successors and
permitted assignees.
(e) “Company” means the Gujarat Urja Vikas Nigam Limited and the “Accepting Officer” means the
officer who is authorized to sign and signs the contract on behalf of the “Company.”
(f) The letter “EE” means Executive Engineer who in the case of measurement and lump sum contract,
direct the contractor and the letters “SE” means Superintending Engineer” and “A.C.E.” means
Additional Chief Engineer who administers and in the case of the term contracts directs the
(g) The “Engineer-In-Charge” means all officers of the Company appointed by the DIRECTOR to
supervise the works or part of theworks.
(h) “Approved” and “Directed” means the approval or direction of the DIRECTOR to Superintending
Engineer or the person deputed by him for the particular purpose.
(i) “B.S.” means the “British Standard” as issued by the British Standards institution. “A.S.” means the
American Standards as issued by the American Standard Institutions and “I.S.” means the “Indian
Standards” as issued by the Indian Standards Institutions. Wherever the above mentioned
abbreviations are preferred to, in the specifications and / or work orders, they mean the addition
with all amendments current at the date of issue of tender documents of work orders.
In the case of measurement and terms of contracts “Specifications” means those contained in
Gujarat Urja Vikas Nigam Limited schedule together with any amendments etc. embodied in the
tender documents, “Drawings” refer to those accompanying the tender documents and/or any work
orders referred therein.
(j) The “Contract Sum” means the sum accepted or the sum calculated in accordance with the prices
accepted in the tender and/or the contract rate as payable to the contractor for the full and entire
executing and completion ofworks.
(k) “The date of completion” is the date or dates of completion of the work or any part of the works set
out or ascertained in accordance with the individual work orders and the tender documents or any
subsequent agreed amendments thereto.
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
2. SecurityDeposit
The contractor shall, within 15 days of the issue of Letter Of Intent, pay 5% of contract
value as Security Deposit in the form of Online i.e. NEFT/RTFS or DD or Bank Guarantee.
Where ever Bank Guarantee(s) is/are to be submitted towards SD/ Performance Guarantee
against warrantee etc., GETRI would accept Bank Guarantees shall be submitted only from
the Scheduled / NationalizedBanks, as per Govt. of Gujarat GR No. FD/MSM/e-
file/4/2024/2859 DMO dated 01.05.2025,towards SD and EMD..
B.G. of Bank other than above banks will not be accepted.
Cheques are not acceptable. Corporate Bank Guarantees Not Allowed.
All damages, costs, charges, expenses and other sums which may be or may become due or
payable by the contractor to the Company under the terms of the contract may be deducted from
the cash in the proceeds of sale of the Securities/Bank Guarantee to deposited (which the officer or
person to whom the same may be endorsed as aforesaid is hereby authorized to sell / to en-cash
for that purpose) or from the interest of any such securities of from any sums due or which may
become due to the contractor by the Company or from the whole or the balance unpaid as
aforesaid of the encash securities so deposited being repaid or transferred and returned as may be
to contractor after the date on which the final bill is paid or after the expiry of the date up to which
the contractor has to maintain the work in good order whichever is later.
3. Compensation for the delay
The time limit allowed for carrying out the work as entered in the tender shall strictly observed by
the contractor and shall be reckoned from the date on which the order to commerce the work is
given to the contractor. The work shall throughout the stipulated period of contract the proceeds
with due diligence (time being deemed to be essence of contract) and for delay, the contractor
shall pay compensation, an amount equal to halfpercent per one weekplus applicable taxesfor
the contract amount of work or such smaller amount as per the decision of theCompetent
Authority of the GUVNL/GETRI. However, the total amount of compensation to be paid by the
Authority of the GUVNL/GETRI. However, the total amount of compensation to be paid by the
contractor, under the provision of the clauses shall not exceed 10 percent of the amount of contract
value as decided by the competent authority of the GETRI/GUVNL. The penalty will be invariably
deducted from the bills of the contractor and no refund will be given unless the competent
authorities approves the reduction on basis of the reasons for delay attributable either to
GETRI/GUVNL or to party, as it deems fit.
4. Action when whole of Security Deposit isforfeited
In any case in which under any clause or clauses of this contract the contractor shall have tendered
himself to pay compensation amounting to the whole of his security deposit (whether paid one sum
or deducted by installments) or in the case of abandonment for the work owing to serious illness or
death of the contractor or any other cause, the Director GETRI on behalf of the Company, shall
have powers to adopt, (a) below and any of the following courses under (b) and (c) as he may
deem best suited to the interest of theCompany.
(a) To rescind the contract (for which rescission notice is of 10 days) in writing to the contractor
under the hand of the Director GETRI shall be conclusive evidence and in that case the
security deposit of the contractor shall stand forfeited and absolutely at the disposal of the
(b) To employ labour paid by the Company, to supply materials to carry out of the works or any
part of the works debiting the contractor with the cost of the labour and the price of the
materials (as to the correctness of which cost and price the certificate of the Engineer In
Charge (EIC) shall be final and conclusive against the contractor) and crediting him with value
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
of the work done, in all respects in the same manner and at the same rates as if it had been
carried out by the Contractor under the terms of this contract and in that case the certificate
of the EIC as to the value of the work done shall be final and conclusive against
(c) To order that the work of the contractor be measured up and to take such part thereof, as
shall be unexecuted, out of his heads and to give it to another contractor to complete, in
which case, any expenses, which may be incurred in excess of the sum, which would have
been paid to the original contractor, if the whole work had been executed by him as to the
amount of which excess expenses the certificate in writing of the Engineer-in-charge shall be
final, conclusive and shall be borne and shall be paid by the original contractors and shall be
deducted from any money due to him by the Company under the contract or otherwise from
his security deposit of the proceeds sale thereof or a sufficient part thereof.
In the event of the above courses being adopted by the Engineer-in-charge the contractor shall
have no claim to compensation for any loss sustained by him by reason of his having purchased or
procured any materials or entered into any engagements or made any advances on account of or
with a view to the execution of the work or the performance of the contract. And in case the
contract shall be rescind under the provision aforesaid, the contractor shall not be entitled to
recover or be paid any sum for any works thereof actually performed by him under this contract
unless and until the EIC shall have certified in writing the performance of such works and the
amount payable to him in respect thereof and he only be entitled to be paid the amount so
5. Notice for unsatisfactory progress
If the progress or a particular portion of the work is unsatisfactory the Director GETRI whose
decision shall be final, shall not withstanding that the general progress of work is satisfactory; be
entitled to take action under Clause 4(c) after giving the contractor 10 days’ notice in writing and
the contractor will have no claim for compensation for any loss sustained by him owing to
6. Action in the case of Default byContractor
If any case in which any of the powers conferred upon the Engineer-in-charge by Clauses 4 and
hereof, shall have exercised and the same shall not have been exercised, the non-exercised thereof
shall not constitute a waiver of any of the conditions hereof and such powers shall not withstanding
be exercisable in any further case of default by the contractor for which, by any clauses hereof, he
is declared liable to pay compensation amounting to the whole of his security deposit and liability of
the contractor for past and future compensation shall remain unaffected in the event of the Director
GETRI taking action under sub clause (a) or (c) of Clause 4 he may, if he so desires, take
possessions of all or any tools, plants, materials, and stores in such upon the work or the site
thereof belonging to the contractor, or procured by him and intended to be used for the execution
of the work of any part thereof paying for allowing for the same in account at the contract rates, or
in the case of a contract rates not being applicable to current market rates to be certified by the
Engineer-in-charge whose certificate thereof shall be final. In the alternative, the Director GETRI
may by notice in writing to the contractor or his clerk of works, foremen or other authorized agent,
require him to remove such tools, plants, materials or stores from the premises within a time to be
specified in such requisition to decisions to the contractor failing to comply with any such
requisition, the decision of the Engineer-in-chargeas to the expenses of any such removal and the
amount of the proceed and expense of any such sale, be final and conclusive against thecontractor.
7. Extension of Time Limit
If the contractor shall desire an extension of the time limit for completion of the work on the
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
ground of his having been unavoidably hindered in its execution or on any other ground, he shall
apply in writing to the Director GETRI and the Director GETRI may, if in his opinion there are
reasonable grounds for granting extension, recommend such extension as he may think necessary
or proper. The decision of the competent authority in this regard shall be final and binding to the
contractor. Any delay attributed to Company shall be compensated only by way of extending
8. CompletionCertificate
On completion of the work the Contractor shall be furnished with Completion Certificate by the
Director GETRI of such completion but no such certificate shall be given nor shall be the work
considered to be complete until works are taken over and/or duly tested and put to operative as the
case may be, nor until the work shall have been measured by the Engineer-In- Charge or where the
measurement have been taken by his subordinated until they have received the approval of the
Director GETRI the said measurement being binding and conclusive against the contractor.
9. Effect of theCertificate
No payment shall be made for any work estimated to cost less than Rs.1,000/- till after the whole
of said work shall have been completed and certificate of completion given. But in the case of
works estimated to cost more than Rs.1,000/- Contractor shall on submitting a monthly bill thereof,
be entitled to receive payments. Proportionate to the part of the work then approved and passed by
the Engineer-in-charge, whose certificate of such approval and a passing of the sum so payable
shall be final and conclusive against the contract. All such intermediate payments shall be regarded
as payment by way of advance against the final payment only and not as payments for work
actually done or completed and shall not preclude the Engineer-in-charge from requiring bad,
unsound, imperfect or unskillful work to be removed and taken away and reconstructed or re-
erected nor shall any such payment be considered as admission of the due performance of the
contract or any part thereof in any respect of the accruing of the claim nor shall conclude,
determine or effect in any way the powers of the Engineer-in-charge as to the final settlement and
adjustment of the accounts otherwise or in any other way, vary or affect the contract. The
contractor shall submit the final bill within one month of the date fixed for completion of work,
otherwise the certificate of Engineer-in-charge of the measurement and of total amount payable for
otherwise the certificate of Engineer-in-charge of the measurement and of total amount payable for
the work shall be final and binding on all parties.
10. Payment toContractors
The rates for several items of works estimated to cost more than Rs.1,000/- agreed to within shall
be valid only when the item concerned is accepted, having been completed full, in accordance with
the sanctioned specification. In case, where the items of the work, are not accepted, as so
completed the Engineer-in-charge, may make payment on account of such items at such reduced
rates, as he may consider reasonable in the preparation of final or running accounts bills.
Bills shall be submitted by the contractor each month on or before the date fixed by the Engineer-
in-charge, for all works, executed in the previous month and the Engineer-in-charge shall take or
cause to be taken the requisite measurement for the purpose or having the same verified and the
claim so far as it is admissible, shall be adjusted, if possible, within ten days from the presentation
of the bills. If the contractor does not submit the bill, within the time fixed, as aforesaid, the
Engineer-in-charge may depute a subordinate to measure up the said work in the presence of the
contractor or his duly authorized agent, whose counter signature in the measurement shall be
sufficient warrant and the Engineer-in-charge may prepare a bill from such list which shall be
binding on the contractor in all respects.Bills shall be submitted by the contractor along with copies
of paid Chalans in respect of the employeesengages with the work of GETRI/GUVNL and copy of
Workmen’s Compensation & Employer’s LiabilityInsurance premium paid policy.
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
12. Supply of Materials toContractor
If the specification of the estimated work provides for use of any special description of material to
be supplied from the Company’s Stores or if it is required that the contractor shall use certain stores
to be provided by the Engineer-in-charge (such material and stores and the prices to be charged
thereof as here in after mentioned being so far as practicable for the convenience of contractor but
not so as in any way to control, the meaning or effect of the contract specified in the schedule or
memorandum here to annexed) the contractor shall be supplied with such materials and stores as
may be required from time to time be used by him for the purpose of the contract only and the
value of the full quantity of materials and stores so supplied shall be set off or deducted from any
sum due to thereafter to become due to the contractor, under the contract or otherwise or from the
security deposit or the proceeds of sale thereof if the deposit is held in Government Securities the
same or a sufficient portion thereof, shall be sold for the purpose. All materials supplied to the
contract shall remain the absolute property of Company and shall on no account be removed from
the site of the work and shall at all time be open to inspection by the Engineer-in-charge. Any such
materials un used and in perfectly good condition at time of completion or determination of the
contract shall be returned to the Company’s store if the Engineer-in-charge so requires by notice in
writing given under his hands but the contractor shall not be entitled to return any such materials
except with consent and he shall have no claim for compensation on account of any such materials
supplied to him as aforesaid but remaining unused by him or for any wastage in or damage thereto.
The contractor shall be responsible for the loss, destruction or deterioration of the materials, stores
or articles supplied to him by the Company even if such loss, destruction or deterioration has
occurred under any circumstances whatsoever beyond his control as if the materials, stores or
articles so supplied were hisproperty.
13. Works to be executed in accordance with specifications, drawings, orders etc.
The contractor shall execute in whole and every part of work in the most substantial and
workmanlike manner and both as regarding materials and in every other respect in strict
accordance with the specification. The Contractor also shall confirm exactly, fully and faithfully to
the designs, drawings and instructions in writing relating to the work signed by the Engineer- in-
charge and lodged in his office and to which the contractor shall be entitled to have access for the
purpose of Inspection at such office, or in the site of the work, during office hours and
thecontractorshall,alsoifhesorequires,beentitledathisownexpensestomakeorcausetobe made copies
of the specification, and of all such designs, drawings and instructions as aforesaid.
14. Alteration in Specifications and Designs not to invalidateContracts
The Director GETRI shall have powers to make any alteration, or addition to the original
specification designs, and instructions that may appear to him to be necessary or advisable during
the progress of the work and the contractor shall be bound to carry out the work in accordance
with any instructions in this connection which may be given to him in writing, signed by the
Engineer-in-charge and such alterations shall not invalidate the contract. Any additional work which
the contractor may be directed to do in the manner above specified as part of the work shall be
carried out by the contractor on the same conditions in all respect on which he agreed to do the
main works, and at the same rates as are specified in the tender for the mainwork.
Where, however, the works is to be executed according to the designs, drawing and specifications
recommended by the contractor and accepted by the competent authority, the alteration above
referred to shall be within the scope of such designs, drawings, and specifications appended to the
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
15. Rates for works not entered in Estimate or Schedule of Rate of theDistrict
If the additional and altered work includes any class of work for which no rate is specified in this
contract, then such class of work shall be carried out as per the rates entered in the Schedule of
Rates of the Division or at the rate mutually agreed upon between the Engineer-in-charge and the
contractor, whichever are lower. If the additional or altered work for which no rate is entered in the
Schedule of Rates of the Division is ordered to be carried out before the rates agreed upon then the
contractor within seven days of date of receipt by him of the order to carry out the work inform the
Engineer-in-chargefor the rate which in his intention to charge for such class of work and if the
Engineer-in-charge does not agree to this rate he shall be noticed in writing be at liberty to cancel
his order to carry out such class of work and arrange to carry it out in such manner as he may
consider advisable provided always that if the rates shall have been determined as lastly here in
before mentioned then in such case he shall only be entitled to be paid in respect of the work
carried out or expenditure incurred by him prior to the date of the determination of the rate as
aforesaid according to such rate or rates as shall be fixed by the Engineer-in-charge. In the event
of dispute, the decision of the Superintending Engineer of the Circle willsis final.
16. Extension of Time Limit in consequence of Addition orAlteration
The time limit for the work shall be extended in the proportion that the increase in its cost
occasioned by alterations or additions bears to the cost of the original contract work and the
certificate of the Engineer-in-charge as to such proportions shall be conclusive.
No compensation for Alternation in or Restriction of Work to be carried out. If at any time, after the
execution of the contract documents the Engineer-in-charge shall, for any reason whatsoever,
require the whole or any part of the work, as specified in the tender, to be stopped for any period
or shall not require whole or part of the work to be carried out at all or to be carried out by the
contractor, he shall give notice in writing of the fact to the contractor who shall thereupon suspend
or stop the work totally or partially as the case may be in any such case, except as provided here
under the contractor shall have no claim to any payment or compensation what so ever on account
of any profit or advantage which he might have derived from the execution, of the work in full but
which he did not so derive in consequence of the full amount of work not having been carried out
or on account of any loss that he may be put to on account of materials purchased or agree to be
purchased or for unemployment of labour recruited by him. He shall not also have any; claim for
compensation by reason of any alterations having been made in the original specification, drawings,
designs and instructions which may involve any curtailment of the work as originally contemplated.
Where however, materials have already been purchased or agreed to be purchased by the
contractor before receipt by him of said notice, the Engineer-in-charge provided they are not in
excess or requirement and are of approved quality and /or shall be compensated for the loss, if
any, that he may put to in respect of materials agreed to be purchased by him. The amount of such
compensation shall be determined by the Engineer-in-charge whose decision shall be final. If the
contractor suffers any loss on account of his having to pay, his labour charges during the period,
during which the stoppage of work has been ordered under this clause the contractor shall on
application be entitled to such compensation on account of labour charges as the Engineer-in-
charge whose decision shall be final, may consider reasonable provided that the contractor shall not
be entitled to any compensation on account of labour charges if, in the opinion of the Engineer-in-
charge, the labour could have been employed by the contractor elsewhere for the whole or part of
the period during which the stoppage of the work has been ordered as aforesaid.
17. No claim to compensation on account of loss due to delay in supply of materials
The contractor shall not be entitled to claim any compensation from Company for the loss
suffered by him on account of delay by Company in the supply of materials entered in Schedule
A where such delay is caused by:
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
i. Difficulties relating to supply of railway wagons
ii. Force Majeure
iii. Act of God
iv. Any other reasonable cause beyond the control of Company including Shortage of
materials to be supplied by the Company& difficulties in time by reaching at the site of any
materials equipment’s.
In the case of such delay in the supply of materials, Company shall grant such extension of time
for the completion of the works as shall appear to the Director GETRI to be reasonable in
accordance with circumstances of the case. The decision of the Director GETRI as to the
extension of time shall be accepted as final by the contractor.
18. Time Limit for Compensation Claims
Under no circumstances, whatsoever, shall the contractor be entitled to any compensation from
Company on any account unless the contractor has claimed in writing to the Director GETRI
within one month of the cause thereof.
19. Action and Compensation payable in case of BadWork
If at any time, before the security deposit is refunded to the contractor, it shall appear to the
Engineer-in-charge or his subordinate in charge of the work that any work has been executed
with unsound, imperfect or unskillful workmanship or with materials of inferior quality or that
any materials or articles provided by him for the execution of the work are unsound or of a
inferior quality to that contracted for or are otherwise not in accordance with the contract, it
shall be lawful for Engineer-in-charge to intimate this fact in writing to the contractor and then
no withstanding the fact that the work, materials or articles complained of, may have been
inadvertently passed, certified and paid for, the contractor shall be bound forthwith to rectify or
remove and reconstruct the work so specified in whole or any part, as the case may require or if
so required shall remove the materials or articles so specified and provided other suitable
materials or articles at his own charge and cost, and in the event of his failing to do so within a
period to be specified by the Engineer-in- charge in the written intimation aforesaid the
contractor shall be liable to pay compensation at the rate of one percent on the amount of the
estimate for every day, not exceeding ten
daysduringwhichthefailuresocontinueandintheeventofanysuchfailureasaforesaidthe Engineer-in-
charge may rectify or remove and re-execute the work or remove and replace the materials or
articles complained of, as the case may be, at the risk and expense in all respects of contractor
should the Engineer-in-charge consider that any such inferior work or materials as described
above may be accepted, or made use of, it shall be within his discretion to accept the same as
such reduced rates as he may fix thereof. Provided that in the case of any work of which visible
check is not possible, if the Engineer-in-charge or his subordinate in charge of the work feels
that such work has been executed with unsound, imperfect or unskillful workmanship or with
materials of inferior quality, he shall take sample tests at random, cost of which shall have to be
borne by the contractor and if after taking such test, part of such work is found to be defective
in any respect or to have been executed with materials of inferior quality, then the contractor
shall be paid for the whole work such amount as may be fixed by the office of the Engineer-in-
charge on the basis of the lowest quality of work found by him in such samples tests.
Sample test as may be considered necessary, by the Engineer- in-charge or his subordinate in
charge of the work.
Explanation: II
Cost of the sample test shall mean cost incurred for the purpose of taking Samples & test and
for restoring tested work to its original condition.
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
20. Work to be opened to Inspection, Contractor or Responsible Agent to be present.
All works under execution or in course of execution in pursuance of the contract shall at all times
be open to the inspection and supervision of the Engineer-in-charge and his subordinate and
contractor shall at all times, during the usual working hours and at all other times at which
reasonable notice of the intention of the Engineer-in-charge or his subordinates to visit the works
shall have been given to the contractor, during which period either he should be present to
receive order and instruction, or have a responsible agent duly accredited in writing, present for
that purpose. Orders given to the contractor’s duly authorized Agent shall be considered to have
the same force and effect as if they had been given to the contractor himself.
21. Notice to be given before work is covered up.
The contractor shall give not less than 5 days notice in writing to the Engineer-in-charge or his
subordinates in charge of the work, before covering up or otherwise placing beyond the reach
of measurement of any work, in order that the same may be measured and correct dimensions
thereof, taken before the same is so covered up or placed beyond the reach of measurement
and shall not covered up or placed beyond the reach of measurement and work without the
consent in writing of Engineer-in-charge or his subordinate in charge of work, If any work shall
be covered up or placed beyond the reach without such notice having been given or consent
obtained, the same shall be uncovered at the contractor’s expense, and in default thereof, no
payment or allowance shall be made for such work, or for the materials, with which the same,
22.Contractor’s Liabilities
The Contractor shall supply, at his own cost, all materials (except such special materials, if any
as may be supplied form the Company stored in accordance with the contract) plant, tools,
appliances, implements, ladders, cordage, tackles, scaffolding and any temporary works which
may be required for the proper execution of the work., in the original, altered or substituted
form and whether included in the specification or other document forming part of the contract
or referred to in these conditions or not and which may be necessary for the purpose of
satisfying or complying with the requirements of the Engineer-in-charge as to any matter on
which under these conditions, he is entitled to be satisfied or which he is entitled to require
together with carriage thereof to and from the work, the contractor shall also supply without
charge, the requisite number of persons for setting out works, and counting, weighting and
assisting in the measurement of, examinations at the time and from time to time of the work or
materials, failing this, the same may be provided by the Engineer-in-charge at the expenses of
the contractor and the expenses may be deducted from any money due to the contractor under
the contract or from his security deposit or the proceeds of sale thereof or of a sufficient portion
thereof the contractor shall provide all necessary fencing and light required to protect the public
from accident and shall also be bound to bear expenses of defense of every suit, action or other
legal proceedings of law that may be brought by any person for injury sustained. Owing to
neglect of the above precautions and to pay any damage and costs which may be awarded in
any such suit, action or proceedings to any such persons or which may with the consent of the
contractor be paid in compromising any claim by any such person.
23.Contractor Liable for all Damages
Compensation for all damage done intentionally or unintentionally by contractor’s labourer,
whether in or beyond the limit of Company’s property, shall be estimated by the Engineer-in-
charge, or such other office, as he may appoint and the estimate of the Engineer-in-charge,
subject to the decision of the Superintending Engineer, on appeal, shall be final and the
contractor shall be bound to pay the amount of the assessed compensation demand, failing
which, the same will be recovered from the contractor as damages or deducted by the Engineer
in charge from any sums that may be due to or become due from Company to the contractor
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
under this contract or otherwise.
The contractor shall bear the expenses of defending any action or other legal proceedings that
may be brought by any person for injury sustained by him owing to neglect of precautions to
prevent the spread of fire and he shall also pay any damage and costs that may be awarded by
the court if in consequence.
24.Rescission of Contract and Forfeiture ofDeposit
The contractor shall not assign or sublet, without the written approval of the Engineer-in-
charge and if the contractor assign or sublet his contract, or attempt to do so or become
insolvent or commence any proceedings to be adjudicated as insolvent or make any
composition with creditors, attempt to do so, the Engineer-in-charge may, by notice in writing
rescind the contract. Also, if any bribe, gratuity, gift, loan, perquisite, reward or advantage
pecuniary or otherwise shall either directly or indirectly be given, promised or offered by the
contractor or any of his servants, or agents, or any person to the employee of Company in any
way relating to his office or employment or if any such officers or persons shall become in any
way directly or indirectly interested in the contract, the Director GETRI may, by 10 day’s notice
in writing, rescind the contract. In the event of a contract being rescinded the Security Deposit
of the contractor shall there upon stand forfeited and be absolutely at the disposal of Company
and the same consequences shall
ensureasitthecontracthasbeenrescindedunderclause4thereofandinadditionthecontractor shall not
be entitled to recover or be paid for any work thereof actually performed under thecontract.
25.Compensation
All sums payable by a contractor by way of compensation under any of these conditions shall be
considered as a reasonable compensation to be applied to the use of Company, without
reference to the actual loss or damage sustained and whether any damage has not
26.Change in the constitution of firm to be notified
In the case of tender by partners of a firm, the contractor shall forthwith notify any change in
constitution of firm to the Director GETRI.
27.Works under direction of Engineer in Charge (EIC)
All works to be executed under the contract shall be executed under the direction and subject
to the approval of the Superintending Engineer / Engineer-in-charge for the time being who
shall be entitled to direct at what point or points and in what manner they are to be
commenced and from time to time carried on.
28.Decision of Director GETRI/ EIC to befinal
Except where otherwise specified in contract and subject to the power delegated to him by
Company under the Company’s rule then in force, the decision of Director GETRI / Engineer-in-
charge for the time being shall be final, conclusive and binding on all of the specification,
designs, drawings and instructions herein before mentioned and as to the quality of
workmanship or material used on the or as to any other question, claim, right matter or thing
whatsoever in any way arising out of or relating to the contract, designs, drawings,
specifications, estimates, instructions, orders or these conditions or otherwise concerning, the
works or the execution or failure to execute the same, whether arising during the progress of
the work or after the completion or abandonment thereof.
29.Dispute Resolution Mechanism
‘ALL QUESTIONS, DISPUTES OR DIFFERENCES, WHATSOEVER WHICH MAY AT AN
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
TIMEARISEBETWEENTHEPARTIESTOTHISCONTRACTINCONNECTIONWITHTHECONTRACTORA
NYMATTERARISINGOUTOFORINRELATIONTHERETO,SHALLBE REFERREDAS UNDER.
Works Contracts and Composite Contracts - Arbitration under the Works Tribunal
constituted under the Gujarat Public Works Contracts Disputes Arbitration Tribunal Act,
Procurement/Non-Works Contracts - Arbitration through the Arbitration Centre
(Domestic and International) High Court of Gujarat at Ahmedabad.
For Works Contracts and Composite Contracts, the following Arbitration clauses:
(1)Amicable Settlement
Any dispute, difference, controversy or claim between the Parties arising out of or
relating to this contract with reference to the construction, interpretation, breach,
termination or validity
thereof (hereinafter referred as "the Dispute") shall, upon the written request of either
Party be referred to the authorized representatives of the Disputing Parties for resolution.
The authorized representatives shall promptly meet and attempt to negotiate in good
faith a resolution of the Dispute within thirty days of the service of the request.
(2) Arbitration
If the Parties fail to amicably resolve the disputes or differences or contrary claims as
indicated herewith in sub clause (1) of Clause_ arising under or in connection with the
present works contracts, whether pertaining to works contracts alone or works and
procurement both, the same shall be referred to arbitration under the Gujarat Public
Works Contracts Disputes Arbitration Tribunal Act, 1992."
For Procurement of Goods or Services and Non- Works Contracts, the following
clauses are required to be inserted in the respective agreements:
(1) Amicable Settlement
Any dispute, difference, controversy or claim between the Parties arising out of or
relating to this contract with reference to the construction, interpretation, breach,
termination or validity
thereof (hereinafter referred as "the Dispute") shall, upon the written request of either
Party be referred to the authorized representatives of the Disputing Parties for resolution.
The authorized representatives shall promptly meet and attempt to negotiate in good
faith a resolution of the Dispute within thirty days of the service of the request.
(2) Arbitration
If the Parties fail to amicably resolve the disputes or differences or contrary claims as
indicated herewithin sub clause (1) of Clause_, arising under or inconnection with the
present agreement, the same shall be referred to the Arbitration Centre (Domestic and
International) High Court of Gujarat at Ahmedabad ("the Centre" for short), currently
functioning in the High Court Complex, Sola, Ahmedabad for appointment of arbitrator
and thereupon, the Centre shall appoint a sole arbitrator and conduct the arbitration
proceedings inaccordance with its rules. If the parties unanimously agree to appoint
three arbitrators, then in that case, each party shall appoint one arbitrator from the
panel of arbitrators of the Centre, and the Centre
shall appoint the third arbitrator, who will act as the Presiding Arbitrator. Such arbitration
shall be the sole and exclusive remedy between the parties for all disputes arising under
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
or in connection with this agreement. The arbitration shall take place at the Arbitration
Centre, Ahmedabad, High Court Complex, Sola, Ahmedabad, Gujarat, in accordance with
the provisions of the Arbitration and Conciliation Act, 1996 as amended from time to
time, and the proceedings shall be conducted in English. The arbitration award shall be
final and binding on the parties.
The reference to arbitration proceedings under this clause shall not:
a) Affect the right of the Engineer-in-charge to take possession of all or any tools, plants,
materials and stores, in or upon the work or site thereof or belonging to the contractor or
procured by him and intended to be used for the execution of the work or any part thereof.
b) Preclude the Engineer-in-charge from utilizing the materials purchased by the Contractor in
any work or from removing such materials to other place, during the period the work is
stopped or suspended in pursuance of notice given to the contractor under General
c) Entitle the contractor to stop the progress of the work or carrying out the additional or altered
work in accordance with the provision of General Conditions for the work where there is no
d) Preclude the Company from getting the work done by another agency.
Neither party is entitled to bring a claim to arbitration latest by the thirty days after the
expiration of the defects liability period.
The provisions of the Arbitration Act, 1996, Gujarat Public Works Contract Disputes Arbitration
Tribunal Act, 1992 and rules made there under shall apply to the arbitration proceeding under
30. Stores to be obtained fromCompany.
The Contractor shall obtain from the Company Stores, such articles as are mentioned in
Schedule ‘A’ which may be required for the work or any part of the work or in making up any
articles required therefore or in connection therewith, unless he has obtained permission in
writing from the Director GETRI or obtained such stores and articles from elsewhere. The value
of such stores and articles as may be supplied to the contractor by the Engineer-in-charge will
be debited to the contractor in his account at the rate shown in the Schedule “A” attached the
contractor and if they are not entered in said schedule they shall debited to him at cost price
which for the purpose of this contract shall include cost of carriage and all other expenses
whatsoever which may have to be incurred in obtaining delivery of the same at the stores
aforesaid and further overhead charges15%.
The Contractor shall be responsible for the loss destruction or deterioration of the materials,
stores or articles supplied to him by the Company, even if such loss destruction or deterioration
has occurred under any circumstances whatsoever beyond his control as if the material, stores
or articles so supplied were his property. The contractor shall be responsible for returning the
residual materials after completion of the contract and if fails to return, the balance material
supplied to him by the Company, the cost of the residual materials will be recovered from the
contractor at the market rate or stock issue rate whichever be higher at the time of materials
account plus 15%.
32.1 Lump Sum in Estimate
When the estimate on which tender is made, includes lump sums in respect of parts of the
works the contractor shall be entitled to payment in respect of the items of works involved or
the part of the work in question at the same rates as are payable under this contract or such
items or if the part of work in question is not in the opinion of the Engineer-in-charge capable
to measurement, the Engineer-in-charge may at his discretion pay the lump sum amount
entered in the estimate and the certificate in writing of the Engineer shall be final and
conclusive against the contractor with regard to any sum or sums payable to him under the
provisions of the clause.
32.2 Lump Sum Tenders
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
Whenever lump sum tenders have been invited for building or other structures of the same
type, design, the contractor shall submit his bill stated in Clause No.11and the Engineer-in-
charge not below the rank of Executive Engineer shall certify by general measurement or by
other method considered suitable to him, the value of work done and the contractor shall be
paid monthly a sum equal to 90% of the total value the work so certified, since the last
payment, after deducting a part or whole of the secured advance if not already paid for the
materials utilized on the works. An additional secured advance for any fresh materials brought
on site will also be paid if certified by the officer not below the rank of Executive Engineer. After
the work is completed final bill would be paid on the certification of officer not below the rank of
Executive Engineer, that the work is done according to drawing and specifications attached to
the tender. If any additions and alteration have been carried out, detailed measurements in
respect thereof shall be recorded and extra payment or deductions will be regulated as per item
rates quoted by the contractor while submitting the tender and if there are any items in the
additions and alterations for which the contractor has not quoted a rate, the payment shall be
as per Clause 15above.
33Action where no specifications
In the case of any class of work for which there is no such specifications as is mentioned in
clause 1, such work shall be carried out in accordance with the divisional specifications and in
the event of there being no divisional specifications, the work shall be carried out in all respects
in accordance with the instructions and requirements of the Engineer-in-charge / consultant of
the Company etc.
34 . Industrial LabourLaws:
34.1 Wages to be paid and time of payment etc. by theContractor:-
a. The contractor shall pay minimum wages per day or as may be specified hereafter or fixed
under minimum wages Act whichever is higher. The wages of every contract labour employed
by him under this contract shall be paid by him before the expiry of 7th day of the last day of
the following month in respect of which the wages are payable (i.e. wages of a month have
to be paid by him in the first week of the next month). The payment shall be disbursed in
presence of Management Representative during the working hours in GETRIand the
contractor shall get the entries certified in the register of wages by the Representative of the
Company. Any default will result in cancellation of contract forthwith or elac the contractor
shall be punishable to the extent of Rs.100/- fine per eachday.
b. The contractor shall give his telephone number and address to the Company so that in case
of labour trouble etc., the contractor can be contacted. The contractor shall arrange to have
his office at GETRI premises and the contractor keep himself present throughout the
34.2 Labour Laws:-
a. Person below the age of 18 years shall not be employed for thework.
b. No female worker shall be employed in the night shift between 7.00 p.m.to6.00 a.m.
c. Contractor shall maintain a valid labour license under the Contract Labour (Regulation and
Abolition Act) for employing necessary manpower to be required by him. In the absence of
such license the contractor shall be liable to be terminated without assigning any reason
d. The contractor shall at his own expense comply with all labour laws and keep the Company
indemnified in respect thereof. Some of the major liabilities under various labour and
industrial laws which the contractor shall comply with areas under:
i. Payment of contribution of wages of employers’ contributions towards Provident
Fund, Family Pension Scheme, Deposit Linked Insurance Scheme, Administrative
Charges etc. at the rates made applicable from time to time by Government of
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
Gujarat / Government of India or other Statutory Authorities.
ii. Payment of deposit in respect of each contract labour of the rate of RS.30/- with the
office of the Commissioner of Labour as per the Contract Labour Act (Regulation
iii. License Fee as prescribed under the contract Labour Act (Regulation and Abolition)
and Rules framed there under depending upon the number of workmen employed by
the contractor.
iv. Paid leave facility and wages as per the provision of the Factories Act at the rate of
one day for every 20 days of working.
v. Identity cards as prescribed under the Factories Act, with photo affixed thereto, the
same for identification.
vi. Payment of retrenchment compensation, notice pay and other liabilities as per
Industrial Disputes Act. Any payment to the contractor’s employees arising out of
any claim of disputes under the Industrial Disputes Act – 1947 or any other laws.
vii. Provision of compensation in the case of accidental injury.
viii. Payment of crèche if the female labour employed is more than 30numbers.
ix. Maternity leave as per the provision of the Maternity Benefit Act.
The above are some of the major liabilities of the contractor in addition to other liabilities
prescribed under the various Labour Laws in force from time to time from Statutory Authorities
like State Government / Government of India which the contractor shall have to comply with.
34.3 Provident Fund and Family Pension Scheme
The contractor shall submit along with his bill (month wise) a statement regarding
deductions against employees provident fund and family pension scheme in respect of each
concerned employee. Provident fund and family pension scheme at the rate of 12 % (or at
the rates made applicable by the Government from time to time) of the wages, the
contractor shall deposit the contractor’s contribution and his workers contribution towards
provident fund and family pension scheme with regional Provident Fund Commissioner.
34.4 Deposit Linked Insurance Scheme:
The contractor shall have to deposit ½ % of the wages in-respect of employees who are
members of the Provident Fund as the contribution to the Deposit Linked Insurance Scheme
with Regional Fund Commissioner.
34.5 Administrative Charges
The contractor shall deposit administrative charges for maintaining Provident Fund Account
with Regional Provident Fund Commissionerat the rates applicable.
34.6 PaidLeave Facility
Paid leave facility at the rate of one day for every 20 days worked by the contract labourer
shall be provided by the contractor to his workers. He shall maintain Leave records/ Leave
Cards for individual labourer, which shall be duly verified, and approved/ certified by the
authorized officer of the Company.
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
34.7 Workmen’s Compensation Fund and Employers Liability Insurance:
The contractor shall cover all his employees under Workmen’s Compensation Fund and under
the Liability Insurance. Insurance premium paid policy in respect of the employees provided
for the scope of work as per tender for the current year and should extend from time to time
valid till the completion of the order/work.
34.8The contractor shall employ adequate number of experienced staff at site for daily
supervision and for maintenance of various registers and records required under the law
and contract. No payment for supervision shall be admissible.
34.9 Contractor toindemnifythe Company
The contractor shall indemnify and keep indemnified the Company and every officer and
employees of the Company and also Engineer-In-Charge and his staff against all actions,
proceedings, claims, demands, costs and expenses whatsoever arising out of or in connection
with the matters referred in above clauses and elsewhere and against all actions,
proceedings, claims, demands, costs and expenses which may be made against the Company
by any workman/ employee of the contractor or any sub contractor and / or from any liability
may arise to any workman / employees of the contractor or any sub contractor under any
laws, rules or regulation having the force of law including but not limited to claims against the
owner under workman’s compensation Act, 1923. The employee’s Provident Act 1952, and /
or the contract Labour (Abolition and Regulation) Act 1979. The Company shall not be liable
for or in respect of or in consequence of any accident or injury to any workmen or other
person in the employment of the contractor or his sub-contractors, and the contractor shall
indemnify and keep indemnified the Company against all such damage and compensation and
against all claims, demands, proceedings costs, charges and expenses whatsoever in respect
thereof or in relation thereto.
34.10 Workmen’s Compensation and Employer’s Liability Insurance: -
Insurance shall be affected for the entire contractor’s for all the contractor’s employees
engaged in the performance of this contract. If any of the work is sublet to the sub-
contractor, the contractor shall require that he or his sub- contractor to provide workmen’s
compensation and employer’s liability insurance for the latter’s employees unless such
employees recovered under the contractor’s insurance.
34.11The Company reserves the right to terminate this rate contract at any time during its
tendency without giving notice of termination or any reasons thereof.
34.12The Company will be entitled to deduct directly from the bills, to be paid to the Sub-
contractor and Laborers’ any sum or sums payable by contractor and which sum/sums
the Company is required to pay as a principal employer on account of contractor’s default in
respect of all liabilities referred to in above clauses.
34.13Nothing in the contract document stated shall any wise constitute any workmen/ employees
of the contractor or any sub-contractor as or to be workmen/employee of the power, or place
obligation or liability in respect of any such workmen/ employee upon the Company.
NOTE: -The prevailing Act at the time of execution of work over and above act specified
herein shall be binding to the contractor.
35. No Claim for Variation in Quantities of Work
Quantities shown in the tender are approximate and no claim shall be entertained for
quantities of work actually executed, being either more or less up to any extent than those
entered in the tender or less than those entered in the tender orestimate.
36. No Claim for Compensation for Delay in starting work
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
No compensation shall be allowed for any delay caused into starting of work on account of
acquisition of land and in the case of clearance for works or any delay in according sanction
37. No Claim for Compensation for delay in execution of work
No compensation shall be allowed for any delays in execution of the work on account of
water standing in borrow pits or compartment. The rates are inclusive for hard or cracked
soil, excavation in mud, sub-soil water or water standing in borrow pits and no claim for an
extra rate shall be entertained unless otherwise expressly specified & mentioned in the
38. Entering upon or commencing any portion of work
The contractor shall not enter upon or commence any portion of work except with the
written authority or instructions of the Engineer-in-charge or his subordinate in charge of the
work, failing such the contractor shall have no claim to ask for measurement or payment for
39. Method ofPayment
Payment to contractors shall be made by A/c payee cheque provided the amount exceeds
Rs.100/-. Generally payment may take 30 to 60 days after passing of bills depending on
availability of fund.
40. Acceptance of conditions on tendering for work
Submission to tender or acceptance of work order shall imply acceptance of these conditions
of tender by contractor.
41. Employment of ScarcityLabour
If government declares a state of scarcity or famine to exist in any village situated within
20kms of the work, the piece worker / contractor shall employ upon such part of the work as
are suitable for unskilled labour; any person certified to him by the EIC or by any person to
whom Director GETRImay have delegated this duty in writing to be in need of relief and shall
be bound to pay such person wage not below the minimum, which Government may have
fixed in this behalf from time to time. The Superintending engineer shall decide any
implementation of this clause / Engineer-in-Charge whose decision shall be final and binding
on the piece worker/contractor.
42. Employment of TechnicalPersons
The contractor who is registered Architect with the Council of architects &above shall employ
the technically qualified personnel possessing minimum a Diploma of recognized Technical
institution, for executing the work of the Company.
GETRI, VADODARA
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
GENERAL CONDITIONS OF CONTRACT
1. Contactor to inform himself fully:
The contractor shall be deemed to have carefully examined the work & site conditions, the
general conditions, the special conditions, specifications, schedules, drawings and shall be
deemed to have visited the site of the works & to have fully informed himself regarding the
local conditions. Copy of Appendix V attached with tender shall have to be filled up before
quoting the rate, for confirmation of site visit.
If there is any doubts as to the meaning of any portion of these general conditions or special
conditions of the scope of work of the specifications or any other matter concerning the
contract, he shall in good time before submitting his tender, send for the particulars thereof
& submit them to the Engineer in writing in order that such doubt may be removed.
2. Data to be furnished by Contractor
a. Prior to the commencement of work the contractor shall submit within a week of the
date of the LOI, a bar chart showing detailed programmed for completing the work within
time limit to the Director GETRI for approval.
b. No change in the approved plan & layout shall be carried out without specific written
approval of the Director GETRI.
3. Errors, Omissions & Discrepancies
In all cases of errors, omissions, doubts or discrepancies in the dimensions, or discrepancies
in the drawings & items of work on specifications, reference shall be made to the Director
GETRI whose elucidation & elaboration shall be considered as authoritative.
The contractor shall be held responsible for any error that may occur in the work through
lack of such reference.
4.1 Temporary structures may be erected by the contractor for storage sheds, offices, and
residential etc. for non-commercial use on land, handed over to him at his own expense &
with the permission of the Company. In any circumstances for constructing temporary
structures for contractor’s use, Company free supply of materials shall not be made. If it is
found that Company’s free supply material are used for the works other than approved
drawings, it will be recovered at penalized rate.
4.2 The contractor shall preserve all existing vegetation such as trees on or adjacent, to the
works sites which do not interfere with the construction as determined by the Company.
4.3 The contractor shall take all possible precautions in felling trees authorized for removal to
avoid any unnecessary damage to vegetation & trees not to be felled & to structures or to
workmen, & shall be responsible for any damage if it occurs in such operations.
4.4 All produce from cutting of trees; grass etc. shall be the property of Company &shall be
stacked at the directed places. No claim shall be made for such tree felling / cutting
&stacking of trees/produce or grass etc. by the contractor.
4.5 The land shall as herein before mentioned be handed over to Company / Owner of Land
immediately after the completion of the work under this contract. Also no land shall be
held by the contractor longer than the Company shall deem fit & necessary & the
contractor shall, on due notice by the Company, vacate & return the land which the
Engineer In Charge may certify as no longer required by the contractor for purposes of
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
5. Start of Work:
The contractor shall not enter upon or commence any portion of the work except with the
written permission of the authority of the Company, failing which the contractor shall have
no claim to ask for measurement of or payment for work &shall be responsible for any
claims or damages that may arise due to such unauthorized commencement or entry. No
compensation shall be allowed for any delay caused in starting the work on account of any
delay in clearance of the worksite.
6. Work to execute to the satisfaction of the Company’s Engineers:
The contractor shall proceed with the work with diligence & expedition & whole of the work
herein specified as well as the mode of execution shall be under the supervision & the
direction& shall be carried on to entire satisfaction of the Company’s site Engineers, who
shall have full powers to order the contractor to alter, enlarge or diminish the form,
dimensions, positions, or quantities of any of the work or to make use of materials &
workmanship of different descriptions & qualities from that herein specified. In the case of
any class of work for which there are no Technical Specifications, these shall be carried out
in accordance with the latest IS Codes & in the event of being no relevant IS Code, the
works shall be carried out in accordance with the directions & instructions of the Company’s
Engineers at site.
7. Workmanshipetc.:
The work shall be executed in thoroughly substantial manner with workmanship of best
quality & strictly in accordance with the specifications & with the drawings, or with such
other drawings or written instructions as may from time to time be furnished to the
contractor, in accordance with terms of this contract & shall be completed in every respect
with workmanship implied & necessary according to the fair interpretation & meaning of the
same & should there be any discrepancy between the drawings & specifications or any
difference or dispute as to the dimensions to be worked out or the mode of doing periodical
quantity of the work to be executed or with respect to any subject arising out of this
contract, the decision of the Company’s authorized Engineers shall be final & binding on all
7.1 Samples of descriptive Data:
The Contractor shall submit to the Company’s Engineers, samples of descriptive data
requiring approval in good time before the use of such material to permit its inspection &
testing & there-by the approval. The samples shall be properly marked to show the name of
material, manufacture, place of origin & the place where it is intended to be used etc.
Failure of any samples to pass specified tests requirements; shall be sufficient cause for the
refusal to consider any further samples from that source.
8. Baselines & Grades:
The Company near to the site of work shall furnish one permanent Bench Mark. Semi-
permanent baselines & cross lines shall be established at sufficiently spaced intervals with
benchmarks by the Contractor at own cost & risk. The contractor shall provide at his
expense, all the required pillars, equipments, materials & labour for the establishment of the
grade lines & bench marks, for that the Contractor shall be responsible for their further
maintenance during the execution of the actual work till the complete period of
construction. The contractor shall be responsible for the proper execution of work to such
lines & levels & grades as may be specified in the drawings, established, or indicated by the
Company’s Engineers. The Company’s engineers, if required, shall check all the survey work.
However this shall not absolve the contractor for the correctness of survey/ temporary or
permanent Benchmarks.
9. Contactor not to dispose off soil etc.
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
The contractor shall not sell or otherwise dispose off or remove except for the purpose of
this contract the sand, ballast, earth, rock or other substances or materials that may be
obtained from any execution made for the purpose of this contract or produce upon the site
at the time of delivery of the possession of the land but also such substances materials &
produce shall be the property of the Company & shall be disposed off in the manner & place
as directed by the Company’sEngineers.
10. Gold, silver, Minerals, Oil Relics, etc. found on the Site:
All gold silver, oil relics, or other minerals, of any description & all precious stones, coins,
treasures relic, antiquities, & other similar things that shall be found in or upon the site shall
be the property of the Company. The contractor shall return the gathered things as above
to the authorized representative of theCompany.
11. Fencing, lighting & ventilation:
The contractor shall be responsible for the proper lighting, fencing, guarding & taking all the
necessary safety measures for all works comprised in the contract &the proper provision of
temporary roadways, footways, guards fences, caution notices etc. as far as the same may
be rendered necessary by reasons for the work for the accommodation & protection of
workmen foot passenger or other traffic & of the Company & occupiers of adjacent houses,
property of the public & shall remain responsible for any accidents that may occur on
account of his failure & timely precautions.
All the works & approaches shall be adequately illuminated with electric lights to the
satisfaction of the Company’s Engineers. The power & lighting connections, wiring
equipment shall be subject to the inspection & passing by Electrical Inspector to GOG
authorized under the Indian Electricity Act. Any additions alterations or omissions shall be
got approved from the Company’s Engineers and certified by the Electrical Inspector. Work
spots such as faces of excavation of borrow pits; filling area etc. shall be adequately
illuminated with floodlights to the satisfaction of the Company’s Engineers.
12. Explosive procurement & storage:
Explosives, petrol, oils, fuels, &other inflammable materials shall be stored strictly in
accordance with the rules of the Explosive Department.
The contractor shall at his own expense construct & maintain proper magazines which are
required for the storage of explosive & arrange for storage facilities for oils, petrol, fuels etc.
for use in connection with the work.
The contractor shall at his own cost obtain the necessary license for the storage & use of
explosives, oils, petrol, diesel etc. The Company shall not take any responsibility whatsoever
in connection with the storage or use of explosives on the site, any accident occurs in the
connection at site or nearby village or vicinity. All operations of the contractor in which or
for which explosives are employed shall be at the risk of the contractor & upon his
ownresponsibility.
13. Liability for accidents topersons:
13.1 The contractor or subcontractor shall indemnity the Company against any claims which
may be made under the workman’s compensation Act, 1923, or any statutory
modification or otherwise for or in respect of any damages or compensation payable in
consequence of any accident or injury caused, by fault of contractor or subcontractor
&sustained by any workmen or other person on the employment of the contractor or
subcontractor. In every case in which by virtue of the provisions of subsection (1) of
section12oftheworkman’sCompensationAct,1923,theCompanyisobligedtopay
compensation to a workman employed by the contactor or subcontractor in execution of
the work, the Company will recover from the contractor the amount of compensation so
paid, and without prejudice to the rights of the Company under subsection 12 of the
said Act, such amount will be paid back to the Company in 30 days, failing which the
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
Company will be at liberty to recover such amount or any part thereof by deducting it
from the dues by the Company to the contractor under this contract or otherwise. The
Company shall not be bound to contract any claim made against either of them under
Section 12, subsection (1) of the said Act, except on written request from the contractor &
upon his giving to the Company full security for all costs for which the Company might become
liable in consequence for entertaining suchclaims.
13.2 The contractor and/or subcontractor named in the contract shall indemnify the Company
against all claims based upon injury or death to any person in the employment of the
contractor or sub contactor, or to the third parties under paragraph (a) 2 or condition
no.47 to the extent of any sums recovered under the insurancepolicy.
13.3 On occurrence of accident which resultsin the death of workman employed by the
contractor or subcontractor, or which is so serious as to be likely to result in the death of
any workman, the contractor shall within 24 hours of occurrence of such event intimate in
writing to the Engineers of the Company the fact of such accidents. The contractor or
subcontractor shall indemnify the Company against all loss or damage sustained, by the
Company resulting directly or indirectly from his failure to give intimation in the manner
aforesaid including penalties or fine if any, payable by Company as a consequence of
Company’s failure, to give notice under workman’s compensation Act or otherwise to
confirm to the provisions of the said Act in regard to such accident.
14. Liability for damage to Works &Materials:
14.1 The contractor shall during, the progress of the work, properly protect the works & materials
placed at his disposal or acquired for him by the Company, & shall remain answerable & liable for
all accidents, damages, loss etc. & shall be made good in the most complete & substantial
manner by &at the sole cost of the contractor & to the reasonable satisfaction of the
Company’s Engineers. If the contractor fails to make good such losses, damages within the
specified time given by the Company, the Company shall be at liberty to recover the amount
towards such expenses fixed by the Company’s Engineers & shall be recovered from the
amount due under this contract to the contractor.
14.2 Further the contractor shall, at all times, protect & preserve all materials, machinery,
equipments, road, materials &so acquired by himself or Company for the execution of
the work. All reasonable requests of the Company’s Engineers to enclose or especially
protect any of the above shall be expeditiously complied with at no extracost.
14.3 If the Engineer considers that the work, asked for in the aforesaid Para, is not
sufficiently & satisfactorily protected by the contractor, on requests made for, the Company
shall be entitled to arrange for such protection at his unfetters discretion & recover the cost thereof
from the contractor.
14.4 Until the work shall be or deemed to be taken over as aforesaid, the contractor shall
also be liable for &shall be deemed to have indemnified the Company in respect of all
damage or injury to any person or any property of the Company or of others in houses
nearby, occasioned by the negligence of the contractor or his workmen, or his
subcontractor, or by defective /ill methods of working.
15. Materials, tools, machinery brought on the site of work:
All materials, tools & tackles, machinery etc. of the contractor brought to & delivered upon
the site for the work shall be the time of their being so brought &shall be deemed to be the
property of the Company in its possession to be used for the purpose of the
work&forthatpurposeonly&shallnotonanyaccountberemovedortakenawaybythe contractor or
any other person without the permission of the Company’s Engineers in charge, but the
contractor shall be fully responsible for any loss, destruction thereof or damage thereto. The
Company may have a lien on such materials, tools, tackles, and machinery for any sum or
sums, which may at any time prior to the completion of the works be or owing to the
Company by the contractor, under in respect of & dispose off any such materials, tools,
tackles, machinery in such a manner as the Company may think fit & to apply the proceeds
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
in or towards the satisfaction of such sum or sums due or owing as aforesaid but subject to
such lien & power of sale & disposal such surplus materials, tools, tackles, machinery shall
belong to the contractor & may be removed & disposed off by him as he may think fit.
16. Access to site & work onsite:
The Engineer or his authorized representative may if he considers fit from time to time enter
upon any land which may be in the possession of the contractor under this contract, for the
purpose of executing any work not included in this contract & may get executed by other
contractors at his opinion & the contractor shall in accordance with the requirements of the
Engineer, afford all reasonable facilities for execution of the works including occupation of
land by structure or otherwise for any other contractor employed by the Company & his
workmen or for the execution on or near site of the works not included in the contract. The
contractor shall not be entitled for any extra claims on such executions.
17. Inspection of Works:
The Company’s Engineers or their authorized representatives shall have at all times power
to inspect the works, wherever in progress, either on site, on the contractor’s premises in
connection with this contract. Further, the contractor shall not allow any person other than
Company’s Engineers or their authorized representatives to the work sites. The contractor
shall, during working hours, maintain supervisors of sufficient training & experience to
supervise the work as a whole. All orders & directions given to such supervisors or other
staff shall be deemed to have been given to the contractor. Further the Company may by
giving due notice, desire a high ranking member of the supervisory staff of the contractor to
be present on any specified inspection & the contractor shall comply with such directions.
18. Action & compensation payable in case of Bad Work:
If at any time before the refund of Security Deposit to the Contractor it appears to Engineer-
in-charge or subordinate and / or any authorized officer of the Company that the work has
been executed with unsound, imperfect or unskilled workmanship or with materials of
inferior quality or any materials or articles provided by him are unsound or of quality inferior
to that contracted as specified in the Technical Specifications or otherwise not in accordance
with the contract, it shall be lawful for the GUVNL/GETRI to intimate that the works
materials, articles which may have been in advent passed, certified & paid to the Contractor.
The Contractor shall be bound to rectify or remove & reconstruct the said work so specified
by the company at his own charge & cost & in the event having failed to do so within
specified period, the Contractor shall be liable to pay compensation at the rate of 1% per
day on the amount of the estimate for the specified work. For the period up to 10 days this
shall be attended by the Contractor else the Company shall get these rectifications at the
risk & expense in all respects of the Contractor.
19. Cleaning up:
19.1 The contractor shall at all-time keep the construction areas & his labour colony & storage
areas free from accumulation of waste, or rejected materials.
19.2 Prior to the completion of the work the contractor shall remove all rubbish from & about
the premises, & tools, tackles, machinery, left out materials consumable,rejected
materials, scaffolding etc. which are not the part of the permanent work/structure. The
premises will be left fully satisfactorily to the Company’s Engineers/representatives;
thereafter only the completion certificate will be issued.
20. Contractor’s inventory of equipment’s&machinery:
The contractor shall prepare & maintain an inventory of all machinery, equipment’s,
temporary rolling stock, and plant purchased or hired for the use of this contract’s
21. Progress Schedule:
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
21.1 Contractor shall furnish a Construction Schedule on receipt of LOI or Work Order
whichever is earlier, in quadruplicate, indicating the date of start, the monthly progress
expected to be achieved & anticipated completion of each major items of the work
under this contract & procurement of equipment’s, machinery & other materials. The
schedule should be such as is practicable of completion of the whole work in the time
limit & of the particular items on due date specified in the contract & shall have the
approval of the Company’s Engineers. Detailed schedules for each working season showing
the progress month by month to be achieved is to be submitted to the Company. The
Company is empowered to ask for more detailed progress schedule week by week for any item or
for all items & the contractor shall comply with the same when asked for.
21.2 The Company shall have, at all times the right without in any way violating this contract, or
forming grounds for claim to alter the order of the works or any part thereof & the
contractor shall after receiving such direction proceed in the order directed. The
contractor shall revise the progress schedule accordingly & submit to the Company four
21.3 The contractor shall furnish sufficient machinery, equipment, laborers’& materials that
shall work for such hours & shifts as may be necessary to maintain/achieve the progress of
the schedule, after getting written permission of Engineer In Charge.
21.4 The progress schedules shall be in the form of bar charts, statements &/or reports as
may be necessary & directed by the Company’s representatives.
21.5 Unsatisfactory Progress: In the case of unsatisfactory progress by the contractor and not
proceeding as per the Scheduled Programmed approved by the Company, suitable actions
shall be taken in accordance with Clauses No. 3 & 4 of the booklet prescribed by the
Company for “Tender & Contract for Works’’.
22. Recoveries:
Recoveries due from the contractor, up to the end of the month previous to the one in
which the bill is prepared shall be made from bills approved for payment every month or at
other periods when the bills are prepared, for the enlisted, but not limited to, in the order of
priorities & extents.
(a) Penalty, if livable,
(b) Expenditure, in full, incurred by the Company on contractor’s behalf in labour,
machinery, equipmentetc.,
(c) Charges for services such as water & power supply, etc. infull,
(d) Hire charges for Company’s or Government machinery ifany,
(e) Other recoveries not specifically mentioned butrecoverable.
23. Date of completion:
The contractor shall complete the whole work & hand over to the Company at the date of
Provided always that if in the opinion of the Company, the completion of the works shall be
delayed by any change of original design or by the order of the Company, of any altered,
modified, substituted or additional works or materials omitted or by strikes, lock outs or
stoppages of labour, or revolution, riots, civil or political disturbance or by the contractor not
being given possession of the site or by the Company taking possession of & using the site or
part thereof or the works or part thereof or any part of the work or delayed supply of
material by the Company or by not receiving any orders, drawings, instructions or directions
in time or by the suspensions of the works or by fire, flood exceptionally bad weather,
tempest, storm or by unforeseen circumstances(& whether the same shall be due to any act
or omission of the Company or it’s representatives) the Company may in the unfettered
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
discretion think fit either forthwith or at a later time & from time to time not withstanding
that the prescribed or extended time for completion has expired or work have been
completed, extend the date for the completion of the works to such a date as deemed fit as
practical & acceptable.
24. Subletting of contract:
There will be generally no objection on the component parts if the work, being given over to
responsible subcontractors but Company shall under no circumstances recognize these
subcontractors. But the responsibility of executing the work in the accordance with the
conditions of contract will entirely rest on the main contractor. However written consent of
EIC shall be obtained before subletting.
The main contractor will therefore always have a very responsible member, preferably a
technical hand present on the works with power to sign all work orders issued on the site of
work & to take requisite actions in the interest of efficient execution of work.
25. Other contracts for the suspension stoppage or curtailments of work:
If during the tendency of the contract the Engineer shall for any reason (which shall be
unquestioned) whatsoever require the whole or any part of the work as specified in the
contract to be suspended for any period or shall not require the whole or any part of the
work as specified in the contract to be carried out at all by the contractor, he shall give
notice in writing of the fact to the contractor who shall thereupon suspend or stop the work
totally or partially as the case may be. In any case except as provided hereunder, the
contractor shall have no claim to any payment or compensation whatsoever on account of
any profit or advantage which he might have derived from the execution of the work in full
but he did not so derive in consequence of the full amount of the work not having being
carried out, or on account of any loss that he may be put on account of materials purchased
or agreed to be purchased or for unemployment of labour recruited by him. He shall also
not have any claim for compensation by reason of any alterations having been made in the
original specifications, drawings, designs & instructions that may involve any curtailment of
the work as originally contemplated. Where however, materials have already been
purchased or agreed to be purchased by the contractor, before receipt of the aforesaid
notice, the contractor shall be paid for such materials at the rate determined by the
Company, provided they would have been useful for the work curtailed or stopped and are
not in excess of requirements, are of approved quality & cannot be used on other contract
works or otherwise by the contractor &/or shall be compensated for the loss if any, that he
may put to, in respect of materials agreed to be purchased by him, the amount of such
compensation to be determined by the Company, whose decision shall be final.
The Company may order the contractor to suspend any work on account of bad weather;
rain or storm & such other adverse climate conditions & the contractor shall comply with the
same. The contractor shall not be entitled to any compensation for such suspensions of
26. Other contractors:
Apart from this work, the other works connected with this work will be simultaneously going
on either departmentally or through any other contractors. The contractors shall co-operate
with others to their fullest extent & shall allow each other every facility & coordination for
the execution of their works simultaneously & satisfactorily, during their action of machinery
or execution of any other co-ordination works, the contractor will have to co-operate as
directed buy the Company’s Engineers in the charge of the works. In such cases the
contractor shall not be entitled for any compensation on account of reduction or stoppage of
labour force/machinery/equipments etc.
In the matter of dumps, haul, roads, drainage, diversion & the like, each contractor shall
take into considerations the needs & the requirements of the other contractors if any
working in the vicinity. Further no contractor shall take or cause to be taken any stops or
action that may cause disruption, discontent or disturbance to the work, labour
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
arrangements etc. to other contractors. Any action, by any contractor, which the Company
in the unquestioned discretion may consider as infringement of the above code, would be
considered as a breach of the contract conditions & the Company may take such action as
may deem fit against the contractor & the action taken shall be considered as final
27. Speed of work:
The contractor shall at all times maintain the speed of work to confirm to the latest
operative progress schedule but the Company may at any time with sufficient notice in
writing direct the contractor to slow down or to accelerate any part or the whole work for
any reason (which shall not be questioned whatsoever) & the contractor shall comply with
such orders of the Company. The compliance of such orders shall not entitle the contractor
to any claim or compensation.
28. Contract document & matters to be treated as confidential:
All documents, correspondence, decision & other matters concerning the contract shall be
considered as of confidential& restricted nature by the contractor & he shall not divulge or
allow access to any unauthorized persons of any kind.
29. Access to the contractor’s book:
Whenever it is considered necessary by the Company to ascertain the actual cost for
execution of any particular item of work, the Company may do so by directing the contractor
to produce the original invoices.
30. Interest on money due to the contractor:
The contractor shall not be entitled to receive the interest on the payment due to him upon
measurements or otherwise or on any balance payable to the contractor. Also, contractor
shall not be allowed to relate it with the progress of work at site in any case.
31. Measurements to be provisional & subject to correction:
Every measurement for running payment on account of work done will be subject to
adjustment or final measurements. In case there is disagreement between such
intermediate & final measurements, the latter shall prevail.
32. R.A. BILLS:
The contractor shall submit his R.A. bill every month, which shall be processed in reasonable
time after checking and recording the MB. The contractor shall be responsible to submit R.A.
bills well in time and shall depute his representative for joint checking of the measurements;
so that the bills can be processed in time. The contractor shall take due care in this regard,
failing which consequences will be up to him.
33.Breach on part of Company not to annul contract:
No breach or non-observance on part of Company of any the agreements contained herein,
shall annul this contract or discharge the contractor from the observance & performance
thereof, or of any part thereof, but on application by the contractor & in the unfettered
discretion of the Company an extension of time may be given to the contractor in respect of
such breach or non-observance by the Company.
34. Labourconditions:
34.1 The contactor shall comply with the labour laws laid as may be current & shall furnish
the returns & information as may be specified from time to time.
34.2 The contractor shall as far as possible obtain his requirements of labour, skilled & unskilled
from the local area.
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
34.3 The contractor shall pay wages as per the latest circulars applicable at the times for the
minimum wages to be paid to unskilled, semiskilled & skilled labour prescribed by the
Govt. of Gujarat.
34.4 The Company shall have the authority to remove from the work site any person, who
may be considered unfit or undesirable & the Company for any delay or extra expense
caused towards the completion of the work by such removal shall accept no
34.5 If Govt. declares a state of scarcity or famine to exist in any village situated within
Km. of the work site then the piece worker or contractor shall employ upon such parts of
work, as are suitable for unskilled labour any person certified by the Company or by any
person to whom the Company has authorized, & shall pay the minimum wages as fixed
by the Govt. of Gujarat in this behalf. For any dispute that may arise in the
implementation of the clause the decision of the Supdt. Engineer (O&M) shall be final &
34.6 The contractor shall provide reasonable facilities to the labour employed by him. The
usual facilities are weather proof shelter for rest & meal, supply of clean drinking water,
facilities for obtaining food, reasonable washing & sanitary facilities, special facilities for
women workers, suitable residential accommodation, general sanitation & health
34.7 The implementation of any & all provisions of this clause in no way entitles the
contractor to claim in thiscontract.
35.1 All local laws in force at the time entering into the contract & those enacted there after
shall be binding on the contractor & he shall abide by thesame.
35.2 All import duties, sales tax & other local taxes shall be borne by the contractor & they
shall be deemed to have been covered by this quotedrate.
36. Performa returns:
The contractor shall maintain Performa, charts & details regarding machinery, equipment’s,
materials labour, personnel & other matters as may be specified by the Company time to
On completion of work satisfactorily, by agency, and after passing of final bill,
theSecurity Deposit will be released by producing No Objection Certificate from
concernedGETRI office.
38.1 The contractor shall procure, or arrange for the Subcontractor to procure insurance
coverage in amounts approved by the Company & sufficient to protect against the following
risks arising out of thework.
a) Accidents & professional & non-professional sickness of all laborer’s & personnel
engaged in the work as required by Law, pursuant to Workmen’s Compensation Act,
1923 or Revised versionthereof.
b) Injury or death to third parties including without limitation injury or death caused by
any of the construction aids or vehicles or rented machinery, equipment’s used by
the contractor or subcontractor whether at the site or elsewhere.
c) Damage to contractor’s tools machinery, construction equipment’s from works,
scaffolding materials etc. due to floods, earthquake or any such cause.
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
d) Damage to the existing permanent structures of the Company & nearby houses,
equipment’s of the Company or of the co-contractors working in the area for other
38.2 All the above conditions referred for the insurance cover, shall be in effect from the date of
commencement of the work until the Company has accepted the work.
38.3 In the policies covering the insurances referred to above, the Company, contractor & the
subcontractor shall be as co-ensured where possible.
38.4 The cost of insurance shall be borne by the contractor.
Final payment to the contractor shall not be made until the contractor shall deliver to the
Company receipts in full in lieu thereof, & in either case, an affidavit that so far he has
knowledge or information the releases & materials for which in lien could be filed. If any lien
remains unsatisfied after all the payments are made, the contractor shall refund to the
Company all money that the latter may be compelled to pay in discharging such a lien,
including all costs & a reasonable attorney.
40. Special conditions:
40.1 The successful Bidder, on receipt of Letter of Intent will submit within a week’s time his
planning/program of works, in a PERT/BAR Chart Format, clearly indicating the
Company’s inputs, for the scrutiny of the company.
40.2 Contractor will plan his work such that the works on all the fronts released by the
Company, simultaneous works should progress in such a way that the entire job is
completed in the scheduled time limit.
40.3 The work commencement date will be fixed after issue ofLOI.
40.4 The successful bidder will have to depute his authorized representative to attend progress
review meetings to be held at site or the Head Office atVadodara.
40.5 The contractor will be responsible for complying with all rules & regulation & the labour
laws applicable to him & the Company will not be responsible for any lapses committed
by them. If there is any claim from the Govt. Authority pertaining to the contractor the
same amount will be deducted from the contractor’s bill.
40.6 The contractor shall depute sufficient numbers of qualified engineers / Supervisors to
look after work. The engineers / supervisors shall remain present at site at all the times. In
no circumstances, contractor shall be allowed to continue work without engineering
40 PaymentsshallbereleasedontheavailabilityoffundswiththeCompany.
After the tender has been accepted by the Company, all orders or instructions to the
Contractor shall, except as herein otherwise provided to, be given by the Company’s
Engineers at site on behalf of the Company for the speedy execution of the work.
42 Employees ProvidentFund:
Bidders shall note that they possess P.F. Code No. in the name of the company [under
Employees Provident Fund Organization, Regional Office, Ahmedabad directive] obtained
from the concerned Authorities of their respective jurisdictions.
In the event of non–possession of the separate P.F. Code No. as detailed in the foregoing para, the
offer shall summarily not be considered for the acceptance, despite the offer being the lowest
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
quoted offer in the price bid opening.
GETRI, VADODARA
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
GENERAL CONDITIONS OF CONTRACT
1. The contractors shall, at their own expense make all necessary provisions for
housing,water supply, and sanitary arrangements for their employees as well as for
works andshallpaydirect totheauthorities concerned,all ratesand taxes.
2. The contractor shall make their own arrangements for the necessary approach, road,
fortransport of their materials and be responsible for the compensation on account
ofdamageto crop etc.&shall till completionofwork.
3. All the royalty charges, Octroi and other duties & all taxes will be paid by the
contractorandno extrabeclaimedonthis account.
4. Godowns or sheds hired or constructed for storing of controlled materials and
moreparticularlyofcementshallbesuchaswouldpreventthematerialsfromgettingdamage
5. It will be absolutely incumbent on the contractors to have on the site of work only
suchof the materials as have been duly passed by the Engineer-in-charge.Materials
thathave been rejected must on no account be allowed to remain on the site, and in
spite ofwritten order to do so, any such rejected material is on the site beyond a
period of 48hours notice, the Engineer-in-charge shall have the right to remove it, at
the risk andcost ofthecontractors andeventodestroy it.
6. It must be distinctly understood that conditions of contract and of claims in respect
ofextra work, will not be allowed unless the works to which they relate is clearly
withoutthe spirit and meaning of the specifications or unless such works are ordered
in writingbytheEngineer-in-chargeand claimed forinspecified manner.
7. Oncompletionofthework,thecontractorshallclearthesitewithinthestipulatedperiod, and
ground brought to original state and they shall not be entitled for any
extraclaimonthis account.
8. GeneralSpecificationsoftherelevantIndianstandardspecificationshallalsoapply.
9. Damagetoworkclause
The works whether fully constructed or not and all materials, machinery plant
tools,temporary buildings and other things connected there shall be at the risk and in
solechargeofthecontractor,untiltheworkshavebeendelivered,completedtothesatisfactio
n of the Engineer-in-charge and certificate from him to the effect is obtained.Until
such delivery, the contractor shall at their own cost, take all the
precautionsreasonably necessary, to keep all the aforesaid works, materials,
machinery, plant tools.Temporary buildings and other things connected with the
works, free from any loss ordamage and in the event of the same or any part thereof
being lost or damaged, shallforthwith within the possible speed, reinstate and made
good such loss or damage atcontractor’sowncost.
10Anycomponentsorpartoftheworkshallnotbegiventoanysub-contractorwithout approval of
the competent authority of the Company. The whole responsibilityof the execution
of the work, as per the terms and conditions of the contract,
willentirelyrestofthemaincontractor.Themaincontractorshallalwayskeephisresponsibl
e representative, preferably a technical hand, on work site with powers tosign M.R.
and take necessary decision and implement the instructions issued in theinterest
ofefficientexecutionoftheworks.
The Engineer-in-charge will fix the hours of work, and no work shall be
executedbeyond that period, during night time or in absence of the Engineer-in-charge
of hisauthorizedagent.Theboxmeasuresshallbefilledonlyinthepresenceofthe engineer-in-
chargeorhisauthorizedagent.
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
11. Contractorwillbeaskedtopresentthesampleofmaterials,andtheapprovedsamples will
be preserved at the site of work, and no charge in the approved
samplewillbeallowed,withoutthewrittenpermissionoftheEngineer-in-charge.
12. In any work is not executed according to the specifications, and the directions of
theEngineer-in-charge, the same will be rejected, and the contractor has re-
execute thesamewithoutanyfinancialimplicationto theCompany.
13. Contractor will have to communicate the name of his authorized agent, who shall
bepresent on the works, and shall be authorized to sign the material requisitions,
receiveinstructiongivenverballyor ontheorderbook, onbehalfofthecontractor.
14. Thecontractorwillhavetosigntheconditionsofcontract,andexecutetheagreements,
send the list of previous works executed, solvency certificate and pay upthe
security deposits, falling to that, the tender will be rejected and earnest
moneydepositedwillbeforfeited.Thevalueofthestamppaperandstampdutychargesshal
lbebornebythecontractor.
15. Tenderer must return the form of tender, with the specifications and the schedule
ofquantities, and rates and other schedules only signed on each page. Any tender
notbearing signature of the tenderer on all the documents accompanying the
tender isliabletoberejected.
16. Before submitting his tender, unit rates, which shall be for the finished work
complete,including charges involved in testing, maintenance for a period of
months, thetenderer shall closely examine the specifications and carefully study the
drawings andall documents, which form a part of the contract, to be entered into
by the acceptedtenderer.
17. The Tenderer must visit the site of works and see for himself the site
conditionsregarding water, labour conditions, rates approach road during all
seasons and allothermatters affectingtheworksbeforesubmittingthetender.
18. The submission of tender by a contractor implies that, he has read these
instructions,theconditionsofcontractetc.andhasmadehimselfawareofthescopeandspe
cifications of the work to be done, and of conditions and rates at which stores
willbe issued to him, and local conditions and other factors bearing on the
executions ofthe work. The Company will not therefore, after acceptance
contractor’s rate, pay anyextra charge for lead or for any other reason. In case the
contractor is found later on,tohavemisjudgedthesiteconditions.
19. The tender document shall be written legibly and free from erasure, over writing
orconversions of figures. Correction where unavoidable, shall be made by crossing
out,initialing,dating andrewriting.
20. The Company or its officers, who accept tender, shall have the right of rejecting all
orany of the tenders, and will not be found to accept the lowest offer not to assign
anyreasonswhatever, for therejectionofany tenderor alltenders.
21. Thetendernoticetotenderersshallfromapartofthecontract.
22. The entire work is to be completed, within the stipulated time limit from the date
ofissue of letter for commencement of the work by field office. The contractor
willnotbe eligible for any extra for the idle period of works, or waiting period that
may berequired to suit other consideration, and no claims for compensations on
account ofsuch, will be considered. However in case of delay due to circumstances
beyond thecontrol of contractors, either in date of commencement or due to,
waiting duringconstruction, extension in time may be considered for completion of
works, withoutanypenaltytotheCompany.
23. The contractor shall keep full time qualified Civil Engineers at the site, who shall
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
befullyauthorizedtoreceiveandcomplywithsuchinstructions,asgivenbytheExecutive
engineer. The contractor shall intimate the name of such Engineer with
hisqualifications and experience. The Executive Engineer shall have the right to
demandthe removal of any technical personnel, skilled or unskilled workmen, who
in hisopinion are considered to cause bad workmanship in the execution of works
or tocauseindiscipline.
24. The department reserves the right to make any change in the design and the plans
ofthe works and the contractor shall be bound to carry out them at the rates
tendered.Noclaim or compensationwill beallowedonthisaccount.
25. ThecontractormonthlysubmitbillsorbeforethedatefixedbytheExecutiveEngineer,for all
worksexecuted inthepreviousmonths.
26. Should this tender be accepted I /We hereby agree to abide by and fulfill all the
termsand provisions of the “ Tender & contract for works ”as applicable, and in
defaultthereofto forfeitandpaytotheCompanythesums ofmoneydue
27. The contractor shall keep instruction book on site, for taking site instruction from
timetotime.Thisbookshallbemakeavailableonsitewheneverasked for.
28. The contractor shall pay wage to the workers, as per minimum wages act as
declaredbytheGovernmenttimeto time.
29. ThecontractorshallfollowalllabourlawsofGovt.
30. Contractor shall arrange for testing of material to be used in the work or
finishedproduct, if desired by the Executive Engineer. The provision shall be made
in the unitratequoted for this.
31. The full value of the “Earnest Money Deposit” paid herewith, shall be forfeited to
theCompany,ifthe contractorfailstodepositthe
fullamountofspecifiedsecuritydeposit,withinstipulatedtime.
32. CEMENTCONSUMPTIONSCHEDULE
The proportion of cement with coarse aggregate and the fine aggregate for
cementconcrete works & with sand in case of cement mortar will be in accordance
theundermentionedscheduleshowingtheconsumptionofcementinbags.TheEngineer-
chargewilladjusttheproportionofcementirrespectiveofthemixmentionedinthedescripti
onoftheitems,toensuretheconsumptionofthecementas per prescribed schedule. The
tendered rate will be considered to have been basedon the consumption of cement
in this schedule and nothing extra will be paid on thisaccount.
(a) Ifthequantityofcementshownasutilisedinthework,isobservedtobelessthanpermitt
edasbelowthenworkwillbeacceptedatreducerateatthediscretionofEIC, ifdeemed
(b) The cement required to be consumed in civil work items shall be as per
Schedule of Rates of Buildings, Roads and Bridges work of Vadodara City for
the year 2023-24 issued by the office of the executive engineer, Roads &
Buildings Division, Vadodara (City), Roads & Buildings Department,
Government of Gujarat.
The Item wise detailed specifications are intended for full description of items covered
bySchedule “B”. The specifications are not however intended to cover every detail and the
worksshallbeexecutedaccordingtothespiritofthespecificationsbelowandthebestprevailing
P.W.D. practice.The clarification toanyclause in detailedspecifications shallbe sought fromthe
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
latest edition of relevant I.S. specification and codes. Where these specifications are
atvariance with the specification laid down in the I.S. Books stated above, the former will
beapplicable. As regarded matters not covered by any of the above specification, the
decision ofthe Executive Engineer-in-charge shall be treated as final and shall be binding
upon thecontractor. The contractor is expected to get clarified any doubt about specification,
etc. beforetenderingbydiscussingwithExecutiveEngineer.
I/WehaverefertheaboveGETRI/GUVNL/PWDsectionsandaccept.
GETRI, VADODARA
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
NameofWork:-"Renovation and Interior Furnishing work of the Hostel Building at GETRI,
SpecialConditionsforuseofCement inWorks
01. TheratesinSchedule‘B’areinclusiveofcementcost.Contractorhastopurchasefresh
53gradecement confirmingtoasperIS8112andofbrandapprovedbyGETRI.
02. Contractor has to construct pucca godown at site of work so that cement bags can
beproperlypreserved toavoiddamageduetoany kind ofwater.
03. Contractor has to bring sufficient quantities of cement bags and at no time less than
200(two hundred) bags to maintain progress of work. The work should not suffer for
04. Cementshouldgivetherequiredstrengthofcementconcrete.
05. To bring sufficient& timely cementatsite is full responsibility of contractor.
Nothingextra will be paid on account of any reason to maintain progress of work and
to completethework inscheduletime.
06. ContractorhastosubmitmaterialA/c.forconsumptionofcementusedwitheverybills.Incaseo
fnotsubmittingthesamebillwillnotbepassed.partyhastosubmitthecopyofcement/
purchasebill along witheachRA Bill /Final Bill.
07. No negative variation will be allowed for consumption in cement than prescribed as
perbooklet of technical specification of board/mix design and nothing will be paid
extra foroverconsumption.
08. Contractor is fully responsible for safety of cement at site. Nothing will be paid extra
onaccount ofsafety.
09. If company authorized representative wants to check cement stock at site, contractor
hastoallowforthesameatany time.
10. Contractorhastomaintaindaytodaycementconsumption/balanceaccountatsite.
11. As far as possible, contractor has to maintain supply of cement of only one brand
andgrade throughout the work and on account of closer/shortage of approved brand,
cementofotherbrandinaccordanceofconditionno.(1)willbeallowedbyEngineer-In-Charge.
12. Minimum cement consumption considered for cement concrete having grade of M-
15/M-20/M-25 is 320 Kgs/370Kgs/420Kgs respectively. Contractor has to use
minimum cementas above. Contractor should not use less than the prescribed
quantities of cement even ifthemixdesignrecommends lower quantity.
13. Contractor will be allowed to carry out work only after physical verification of
cementbrought atsite.
For & On Behalf of
DIRECTOR (GETRI)
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
(BANK GUARANTEE ON NON-JUDICIAL STAMP PAPER OF Rs.300/-)
(Signature is to be obtained with stamp seal on Each Page.)
E.M.D. BANK GUARANTEE FORMAT
FOR TENDERNO.:GETRI / _
(Name & Address of the Firm) having their registered office at………… (Address of
Thefirmsregisteredoffice) (Hereinaftercalled the‘Tenderer’)wishtoparticipate inthetender
of (Supply/Erection/Supply and Erection Work) (Name of
the material/equipment/Work)for Green Energy Transition
Research Institute and WHEREAS a Bank Guarantee for (Here in after called the “Beneficiary”)Rs.
(Amount of EMD)valid till (Mention here date of
validity of this Guarantee which will be 4 (FOUR) months beyond initial validity of Tender’s offer)
which is required to be submitted by the tenderer along with thetender.
We, (NameoftheBankandaddressoftheBranch giving theBank Guarantee)
having our registeredofficeat (Address of Bank’s registered office) here by give the
BankGuaranteeNo. Dated
and here by agree unequivocally and unconditionally to pay immediately on demand in writing from
the Green Energy Transition Research Instituteor any officer authorized by it in this behalf any amount
notexceeding Rs. (Amount of E.M.D),(Rupees
(in words) to the said Green Energy Transition Research Instituteon behalf of the tenderer.
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
We (Name of the Bank also agree that withdrawal of the tender or
part thereof by Tenderer within its validity or Non. submission of Security Deposit by the Tenderer
within one month from the date tender or a part thereof has been accepted by the Green Energy
Transition Research Institutewould constitute a default on the of tenderer and that this Bank
Guarantee is liable to be invoked and encased within its validity by the Beneficiary in case of any
occurrence of a default on the part of the tenderer and that the encased amount is liable to be
forfeited by theBeneficiary.
This agreement shall be valid and binding on this Bank up to and inclusive of (Mention here
the date of validity of Bank) and shall not be terminable by notice or by Guarantor change in the
constitution of the Bank or the firm of tenderer Or by any reason whatsoever and our liability
hereunder shall not be impaired or discharged by any extension of time or variations or alternations
made, given, conceded with or without our knowledge or consent by or between the tenderer and
Notwithstanding anything contrary contained in any law for the time being in force or banking
practice, this guarantee shall be assignable, transferable by the beneficiary (i.e. GETRI). Notice or
Invocation by any person such as assignee, transferee or agent of beneficiary shall not be entertain by
the bank. Any invocation of the guarantee can be made only by the beneficiary directly.
NOTWITHSTANDING anything contained hereinbefore, our liability under this guarantee is
restrictedtoRs. (Amt. of E.M.D.)(Rupees
) (In words). Our guarantee shall remain inforcetill
(Date of validity of guarantee).Unless demands or claims under this Bank Guarantee are made to us in
writing onorbefore (dateovalidityoftheBG), allrightsof Beneficiary
under this Bank Guarantee shall be forfeited and we shall be released and discharged from all
liabilities thereunder.
Please mention here Complete Signature of the
Postal Address of the Bank with Bank’s Authorized Signatory
Branch Code, with Official Round seal.
Telephone and Fax Nos.
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
NAME OF DESIGNATED BANKS:
Nationalized Banks or any other Banks, as Notified by the Finance Department, Govt. of Gujarat
from time to time.
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
ON STAMP PAPER OF RS.300/-
(Signature is to be obtained with stamp seal on Each Page.)FORM
OF BANKER’S UNDERTAKING
[For Security Deposit (SD) - Supply/Work period
as per Commercial terms and Conditions of Tender]
We, Bank of hereby agree unequivocally and
unconditionally to pay immediately on demand in writing from the Green Energy Transition Research
Instituteor any Officer authorized by it in this behalf any amount up to and not exceeding Rs.
(in words) Rupees to the said Green Energy Transition
Research Institute on behalf of M/s. who have entered into
the contract for the supply/works specified below:
LOA NO. dated This agreement shall be valid and binding on this
Bank up to and inclusive of u and shall not be terminable by notice or by change in
the constitution of Bank or the firm of Contractors / suppliers or by any other reasons whatsoever and our liability
hereunder shall not be impaired or discharged by any extension of time or variations or alterations made, given
conceded or agreed, with or without our knowledge or consent, by or between parties to said within written
Notwithstanding anything contrary contained in any law for the time being in force or banking practice, this
guarantee shall be assignable, transferable by the beneficiary (i.e. GETRI). Notice or Invocation by any person
such as assignee, transferee or agent of beneficiary shall not be entertain by the bank. Any invocation of the
guarantee can be made only by the beneficiary directly.
“NOTWITHSTANDING” anything contained herein before, our liability under this guarantee is restricted to Rs.
Our guarantee shall remain in force until (Date of validity of the Guarantee). Unless
demands or claims under this Bank Guarantee are made to us in writing on or before (date of
validity of the BG), all rights of Beneficiary under Bank Guarantee shall be forfeited and we shall be released and
discharged from all liabilities there under:
Please Mention here Complete Postal Signature of the
Address of the Bank with Branch Bank’s Authorized Signatory
Code, with Official Round seal.
Telephone and Fax Nos.
NAME OF DESIGNATED BANKS:
Nationalized Banks or any other Banks, as Notified by the Finance Department, Govt. of Gujarat
from time to time.
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
ON STAMP PAPER OF RS.300/-
(Signature is to be obtained with stamp seal on Each
Page.)FORM OF BANKER’S UNDERTAKING
[For Performance Guarantees (PG) for Warrantee monthas
per Commercial terms and Conditions of Tender]
herebyagreeunequivocally and unconditionally to pay
immediately on demand in writing from the Green Energy Transition Research Instituteor any
Officer authorized by it in this behalf any amount up to and notexceeding Rs. (in
to the said Green Energy Transition Research Instituteon behalf ofM/s.
who have entered into the contract for the supply/works
specified below:
PO(A/T)NO. dated
This agreement shall be valid and binding on this Bank up to and inclusive of
and shall not be terminable by notice or by change in the constitution of Bank or the firm of
Contractors / suppliers or by any other reasons whatsoever and our liability hereunder shall not be
impaired or discharged by any extension of time or variations or alterations made, given conceded
or agreed, with or without our knowledge or consent, by or between parties to said within written
Notwithstanding anything contrary contained in any law for the time being in force or banking
practice, this guarantee shall be assignable, transferable by the beneficiary (i.e. GETRI). Notice or
Invocation by any person such as assignee, transferee or agent of beneficiary shall not be
entertained by the bank. Any invocation of the guarantee can be made only by the beneficiary
“NOTWITHSTANDING” anything contained herein before, our liability under this guarantee is
restrictedtoRs. (Rupees only).
Our guarantee shall remain in force until (Date of validity of the
Guarantee). Unless demands or claims under this Bank Guarantee are made to us in writing
onorbefore (Date of validity of the Guarantee), all rights of Beneficiary under
Bank Beneficiary under this Bank Guarantee shall be forfeited and we shall be released and
discharged from all liabilities there under.
Please mention here Complete Signature of the
Postal Address of the Bank with Bank’s Authorized Signatory
Branch Code, with Official Round seal.
Telephone and Fax Nos.
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
NAME OF DESIGNATED BANKS:
Nationalized Banks or any other Banks, as Notified by the Finance Department, Govt. of Gujarat
from time to time.
Seal & Sign of Contractor Commercial Specification DIRECTOR (GETRI)
DeclarationregardingCONFLICTOFINTEREST on Letter Head of the bidder
Ref.:Tender Notice No. GUVNL/Tech/GETRI/Renovation/Hostel/60325 Date:
WedeclarethatwedonothaveconflictofinterestwithGETRI/oth
erbiddersforparticularquoteditem/s”.
Confirm/NotConfirm:
NameofBidder/Tenderer:
AddressoftheBidder/Tenderer:
SealoftheFirm Signatureof theTenderer
(DECLARATIONINREGARDTORELATIONSHIPWITHEMPLOYEE on Letter Head of the bidder)
Sub:-Declaration InregardtoRelationship withemployee
Ref:-Tender NoticeNo:GUVNL/Tech/GETRI/Renovation/Hostel/60325
bidderswillhavetofurnishthefollowingdeclarationdulyfilledin,signedandstampedforeachquoteditemoftheten
deralongwiththeTechnicalBid.
Itiscertifiedthat,
authorizedsignatoryofM/
relationshipwithanyoftheemployeesworkinginGETRI.Further
authorizedsignatoryofM/s
disclose hear, the
interest(Shareholding in company and share in partnership firm) of no any employees of GETRI
orhis/herrelativeasdefinedinsection2(77)ofthecompany’sAct2013is10%ormoreinourfirmM/s .
Theabovestatementis trueandissubmittedagainsttheTenderEnquiryNo.
(ThefollowingDeclarationtobesignedbythebidderandsubmittedalongwiththebid)
Description YES/NO(Ifyes,givethefollowingdetails)
IFaBidderhasrelationswhetherbybloodor Name and Placeof Relationwith
otherwisewithanyofemployeesofGETRI, the Designation of the Posting theEmplo
Bidder must disclose the relationat the time Employee yee
of submission of Tender, failingwhich,
GETRIshallreservestherighttorejecttheTender
orrescindthecontract.
SealoftheFirm Signatureof theTenderer
(UNDERTAKINGINREGARDTOSTOPDEAL/BANNEDFORBUSINESSDEALING/BLACKLISTTHEREOF on Letter Head
Sub:-UndertakingInregardto StopDeal/ BannedforBusinessdealing/ /BlackListThereof
Ref:-Tender NoticeNo:GUVNL/Tech/GETRI/Renovation/Hostel/60325
Allbidderswillhavetofurnishthefollowing
undertakingdulyfilledin,signedandstampedforeachquoteditemofthetenderalongwiththeTechnicalBid.
authorizedsignatoryofM
/s herebycertifythat
M/s and their proprietor / any partner /
anydirectors of the firm is not stop deal and/or banned for business dealing and/or black listed
byGUVNLand/ortheiranysubsidiarycompanyviz.GETRI/GUVNL/GSECL/GETCO/MGVCL/UGVCL/PG
SealoftheFirm Signatureof theTenderer
Approved name of Manufacturers: Allowing using steel / cementing
being supplied by contractors in civil works
The list of adopting cement and steel of companies / suppliers / manufacturers are shown below:
Sr. Name of approved Cement Company & their Brand Name in Market
1 A.C.C. Cement A.C.C.
2 Ambuja Cement Ambuja
3 Binani Cement Binani
4 Birla Cement Birla A-1
5 Gujarat Siddhee Cement Siddhee
6 J.K. Cement J.K.
7 J.K. Laxmi Cement J.K. Laxmi
8 Sanghi Cement Sanghi
9 Saurastra Cement Hathi
10 Shree Digvijay Cement (SDCC) KAMAL
11 India Cement Corromandal King
12 Ultratech Cement (L&T) Ultra-tech
13 HI-BOND CEMENT HI-BOND
Name of approved Steel Manufacturer & their Brand Name in Market
1 Tata Iron & steel Co. Ltd TATA
2 Jindal JINDAL
4 Essar Steel Ltd Essar
5 Steel Authority of India. SAIL
6 Parmeshwar Steel Pvt ltd.
7 Gallant Metal Ltd. Gallant TMX
8 Akshar Ispat Limited.
9 Aditya Ultra Steel Pvt. Ltd. KAMDHENU NXT& Kay 2 TMT
10 Mono steel India Ltd. MONI TMT
11 Aashiana Rolling Mills Ltd. Friends Steel
12 Electro Therm (I) Ltd.
13 H.K.Ispat.Pvt. Ltd. Kothi
14 Agrawal TMT india.
15 SRJ peety steel Pvt. Ltd.
16 Vishal Ispat
17 Nilkanth Concast Private Limited
18 Shreeyam Power & Steel Industries Limited
19 Utkarsh Bars Private Limited Utkarsh
20 Bhagyalaxmi Rolling Mill Pvt. Ltd
21 Shri Khatu Shyam Alloys Pvt.Ltd.
22 Steefo Steels LLP, Ahmedabad STEEFO TMT
23 Haq Steel & Metaliks Ltd.,Kutch GERMAN TMX
24 K.B. Ispat Private Ltd., Bhavnagar KBTMT
25 VMS TMT Private Ltd., Ahmedabad KAMDHENU NXT& Kay 2 TMT
01. In the specifications, “as directed”/”Approved” shall be taken to mean “as directed”/”approved” by the
Engineer-in-charge.
02. Wherever a reference to any Indian Standard appears in the specifications, it shall be taken to mean as a
reference to the latest edition of the same in force on the date of agreement.
03. In “Mode of Measurement” in the specification wherever a dispute arises in the absence of specific
mention of a particular point or aspect, the provisions on these particular points or aspects in the relevant
Indian Standards shall be referred to.
04. All measurements and computations, unless otherwise specified, shall be carried out as per Latest IS:
05. The distance which constitutes lead shall be determined along the shortest practical route and not
necessarily the route actually taken. The decision of the Engineer-in-charge in this regard shall be taken
06. Where no lead is specified, it shall mean “all leads”.
07. Lift shall be measured from plinth level.
08. Up to “floor two levels” means actual height of floor up to 6.5 Mt. Above plinth level.
09. Definite particulars covered in the items of work, though not mentioned or elucidated in it, specification
shall be deemed to be included therein.
10. Reference to specifications of materials as made in the detailed specification of the items of work is in the
form of a designation containing the number of the specification of the material and prefix ‘M’ e.g. ‘M-5’.
11. Approval to the samples of various materials given by the Engineer-in-charge shall not absolve the
contractor from the responsibility of replacing defective material brought on site or materials used in the
work found defective at a later date. The contractor shall have no claim to any payment or compensation
whatsoever on account of any such materials being rejected by the Engineer-in-charge.
12. The contract rate of the item of work shall be for the work completed in all respects.
13. No collection of materials shall be made before it is got approved from the Engineer-in-charge.
14. Collection of approved materials shall be done at site of work in a systematic manner. Materials shall be
stored in such a manner as to prevent damage, deterioration or intrusion of foreign matter and to ensure
the preservation of their quality and fitness for the work.
15. Cement, reinforcements bars & all other materials to be used shall be got approved from EIC before
starting of work. The cement, reinforcement steel & other materials to be brought at site shall be entered
atGETRI, Vadodara main entry gate.
16. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed from the site of
17. No materials shall be stored prior to, during and after execution of a structure in such a way as to cause or
lead to damage or overloading of the various components of the structure.
18. All works shall be carried out in a workmanlike manner as per the best techniques for the particular item.
19. All tools, templates, machinery and equipment for correct execution of the work as well as for checking
lines, levels, alignment of the works during execution shall be kept in sufficient numbers and in good
working condition on the site of the work.
20. The mode, procedure and manner of execution shall be such that it does not cause damage or over
loading of the various components of the structure during execution or after completion of the structure.
21. Special modes of construction not adopted in general Engineering practice, if proposed to be adopted by
the Contractor, shall be considered only if the contractor provides satisfactory evidence that such special
mode of construction is safe, sound and helps in speedy construction and completion of work to the
required strength and quality. Acceptance of the same by the Engineer-in-charge shall not, however,
absolve the contractor of the responsibility of any adverse effects and consequences of adopting the same
in the course of execution of completion of the work.
22. All installations pertaining to water supply and fixtures thereof as well as drainage lines and sanitary fittings
shall be deemed to be completed only after giving satisfactory tests by the Contractor.
23. The contractor shall be responsible for observing the rules and regulations imposed under ‘Minor Minerals
Act’ and such other laws and rules prescribed by Government from time to time.
24. All necessary safety measures and precaution [including those laid down in the various relevant Indian
Standards shall be taken to ensure the safety of men, materials and machinery on the works as also of the
25. The testing charge of all materials shall be borne by the Contractor unless recovery at one percent
towards using charges is separately made.
26. Approval to any of the executed items for the work does not in any way relieves the contractor of his
responsibility for the correctness, soundness and strength of the structure as the drawings and
GETRI, VADODARA
WORK & SAFETY REGULATIONS
General Safety ResponsibilityThe Contractor shall be solely responsible for ensuring the safety of all
workmen, materials,plants, and equipment belonging to him and/or to GETRI/GUVNL, or to any other
agency, whileworking at the site. The Contractor shall take all necessary precautions to prevent
accidents,damage, or loss during the execution of work.
Safety Notices and EquipmentThe Contractor shall provide and maintain, at his own cost, all safety
notices, barricades,signboards, personal protective equipment (PPE), and other safety arrangements as
requiredunder relevant statutory provisions, applicable labour and safety legislations, and as directed bythe
Engineer-in-Charge, GETRI/GUVNL, from time to time.
Standards of Equipment and OperationAll plants, machinery, tools, tackles, and equipment used for
construction, erection, installation,and commissioning shall conform to relevant Indian Standards (IS) and/or
applicableInternational Standards.Where such standards do not exist, the Contractor shall ensure that all
equipment is of provendesign and is absolutely safe for operation.
All equipment shall be operated, handled, and maintained strictly in accordance with:
Manufacturer’s operation and maintenance manuals, Relevant safety codes and standards, and Guidelines,
rules, and instructions issued by GUVNL/GETRI from time to time.
Safety of WorkforceThe successful bidder shall provide suitable and adequate safety gear of prescribed
standards(such as helmets, safety shoes, gloves, safety belts, goggles, etc.) to all employees, labourers,and
workmen deployed at site, as per the nature of work and statutory requirements.
Accidents, Reporting, and CompensationIn the event of any accident occurring during construction,
erection, installation, commissioning,or during the guarantee period of one (01) year, resulting in minor,
major, or fatal injury to: Employees or labourers of the Contractor, Employees of the Purchaser / GETRI /
GUVNL or any of their subsidiary companies, or Any member of the public, for any reason whatsoever, the
responsibility shall rest entirely with the successful bidder.
The Contractor shall:
Immediately inform the Engineer-in-Charge / GETRI / GUVNL, Submit accident reports in the prescribed
format, and Notify all concerned statutory authorities as required under applicable laws.For any fatal or non-
fatal accident to human life or any mishap within the installation areaattributable to the Contractor, including
during commissioning of AC Units, compensationshall be paid by the successful bidder strictly in accordance
with the provisions of therelevant applicable Acts and laws.
Compliance with Laws and Employer’s Safety RulesThe successful bidder shall strictly comply with:
Employer’s safety rules, and All relevant provisions of applicable labour, safety, and environmental laws as
amended from time to time, without any demur, protest, reservation, or contest.In case of any discrepancy
between statutory requirements and the Employer’s safety rules, themore stringent provision shall be
applicable and binding on the successful bidder.
Material Handling and TransportationIt shall be the sole responsibility of the successful bidder to transport,
handle, and take allmaterials safely up to the designated installation site, including unloading and shifting,
withoutany extra cost to GETRI/GUVNL.
GETRI, VADODARA
SPECIAL TERMS & CONDITIONS FOR SITC OF FIRE FIGHTING ITEMS
1. SITC of all fire fighting system shall be performed as per Indian Standards mentioned below i.e.
a) Fire Extinguishers--- as per IS 2190-2024
b) Terrace Pumps with panel--- as per IS-15301-2003
c) Water tank and Down comer—as per IS 3034-1993
d) Smoke Detection System--- as per IS 2189—2008
e) Hose reels--- as per IS 3034-1993
2. Three phase electrical supply shall be provided by GETRI
3. The SITC work of fire fighting items shall be done only by qualified person as mentioned in IS-2190-2024
4. Vendor is responsible for safety of his/her employees.
5. All the required PPEs for SITC of fire fighting items, to his/her employees, shall be provided by the vendor.
6. Vendor shall be responsible for any damage or loss to the property of GETRI occurred during SITC of fire
fighting items.
7. Fire Extinguishers shall be supplied and installed in charged condition and fitted with all its assembly parts
8. The firm must submit relevant test certificates. For all CO2 Type Fire Extinguishers, PESO certificate is
9. The supplier has to produce valid BIS certificate of the manufacturer
10. The Fire fighting items supplied, must conform to our technical specifications prepared i.e. and shall meet
the latest revision/amendment in relevant to Indian Standard.
11. The ISI marked shall be embossed on all Fire Extinguishers, wherever applicable.
12. Supplier has to provide all necessary wall hanging accessories, wall support accessories, mounting base
etc. shall be in the scope of vendor.
13. Supplier has to install Fire Extinguishers properly at the point location decided by the Fire Officer,
GUVNL at their own expenses.
14. Supplier has to arrange their own tools and tackles required for SITC of all fire fighting items.
15. Transportation of Fire Extinguishers to the site will be done by the vendor without any extra charges.
16. After installation the vendor has to arrange for elementary training to the employees of GETRI regarding
operation of all fire fighting system installed.
17. Vendor has to submit Guarantee/warranty, of the fire fighting items supplied, for the period of 12 months.
18. Vendor has to arrange for inspection, as prescribed in Technical Specifications, at the factory premises of
manufacturer before dispatch of material to the site.
19. The vendor has to affix maintenance stickers on all Fire Extinguishers supplied. The maintenance sticker
shall be filled with information like maintenance date, maintenance due date, HP test date, Signature etc.
GETRI, VADODARA
SPECIFICATIONS OF MATERIALS
1.1. Water shall not be salty brackish and shall be clean, reasonably clear and free objectionable quantities of silt and
traces of oil and injurious alkalis, salts, organic matter and other deleterious material
which will either weaken the mortar of concrete or cause efflorescence or attack the steel in R.C.C. Container for
transport, storage and handling of water shall be clean. Water shall conform to the standard
specified in I.S. 456-1978.
1.2. If required by the Engineer-in-Charge it shall be tested by comparison with distilled water Comparison shall be
made by means of standard cement tests for soundness time of setting and mortar strength as specified in I.S. 269-
1976. Any indication of unsoundness charge in time of setting by 30 minutes or more or decrease of more than 10 per
cent in strength, of mortar prepared with water sample when compared with the results obtained with mortar prepared
with distilled water shall be sufficient cause for rejection of water under test.
1.3. Water for curing mortar, concrete or masonry should not be too acidic or too alkaline. It shall be free of elements
which significantly affect the hydration reaction or otherwise interfere with the hardening of mortar or concrete during
curing or those which produce objectionable stains or other unsightly deposits on concrete or mortar surfaces
1.4. Hard and bitter water shall not be used for curing
1.5. Potable water will generally found suitable for curing mortar or concrete.
2.1. Lime shall be hydraulic lime as per I.S. 712-1973 Necessary tests shall be carried out as per I.S. 6932 (Parts I to
2.2. The following field tests for limes are to be earned out:
(1) A very rough idea can be formed about the type of lime by its visual examination i.e. fat lime bears pure white
colour, lime in form of porous lumps of dirty white colour indicates quick lime, and solid lumps are the un burnt lime
(2) Acid tests for determining the carbonate content in lime Excessive amount of impurities and rough determination of
2.3. Storage shall comply with J.S. 712-1973 The slaked lime, if stored, shall be kept in a weather proof and damp-
proof shed with impervious floor and sides to protect it against rain, moisture, weather and extraneous materials
mixing with it. All lime that has been damaged" in any way shall be rejected and all
rejected materials shall be removed from site of work.
2.4. Field testing shall be done according to I.S 1624-1974 to show the acceptability of materials.
3.1. Cement snail be ordinary Portland slag cement as per I.S.269-1976 or Portland slag cement as per I.S. 455-1976
M-4. White Cement
4.1. The white cement shall conform to I S. 8042-E-1978.,
M-5. Coloured Cement
5.1. Coloured cement shall be with white of grey Portland cement as specified in the item of the work.
5.2. The pigments used for coloured cement shall be of approved quality and shall not exceed 10% of cement used in
the mix. The mixture of pigment add cement shall be properly ground to have a uniform colour and shade. The
pigments shall have such properties to provide for durability underexposure to sunlight and weather.
5.3. The pigment shall have the property such that it is neither affected by the cement nor detrimental to it
6.1. Sand shall be natural sand, clean, well graded hard strong, durable and gritty particles free from injurious
amounts of dust, clay kankar nodules, soft or flaky particles shale, alkali salts organic matter, loam, mica or other
deleterious substances and shall be got approved from the Engineer-in-Charge. The sand shall not contain more
contain more than 8 percent of silt as determined by field test, if necessary the sand shall be washed to make it clean.
M-7. Stone Dust
7.1. This shall be obtained from crushing hard black trap or equivalent. It shall not contain more than8% of silt as
determined by field test will measuring cylinder. The method of determining silt contents byfields test is given as under
7.2. A sample of stone dust to be tested shall be placed without drying in 200 mm. measuring cylinder.The quantity of
the sample shall be such that it fills the cylinder up to 100 mm. mark. The clean water shallbe added up to 150 mm.
mark. The mixture shall be stirred vigorously and the content allowed to settle for3 hours.
7.3. The height of silt, visible as settled layer above the stone dust shall be expressed as percentage ofthe height of the
stone dust below The stone dust containing more than 8% silt shall be washed so as tobring the content within the
allowable limit.
7.4. The fineness modules of stone dust shall not be less than
M-8. Stone Grit
8.1. Grit shall consist of crushed or broken stone and be hard, strong, dense, durable, clean of propergradation and
free from skin or coating likely to prevent proper adhesion of mortar Grit shall generally becubical in shape and as far
as possible flakey elongated pieces shall be avoided. It shall generally complywhit-the provisions of I.S. 383-1970.
Unless special stone of particular quarries is mentioned grit shall beobtained from the best black trap or equivalent
hard stone as approved by the Engineer-in-charge. The grit shall have no deleterious with cement.
9.1. Cinder is will burnt furnace residue which has been fused or sintered into lumps of varying sizes
9.2. Cinder aggregates shall be well burnt furnace residue obtained from furnace using coal fuel only Itshall be sound
clean and tree from clay dirt, ash or other deleterious matter
M-10. Lime Mortar
10.1. Lime : Lime shall confirm to specification M-2, Water : Water shall conform to specification M-1 andSand: Sand
shall conform to specification M-6
10.2. Proportion of Mix:
10.2.1. mortar shall consist of such proportions of slaked lime and sand as may be specified in item Theslaked lime
and sand shall be measured by volume
10.3. Preparation of mortar;
10.3.1. Lime mortar shall be prepared by wet process as per I S 1625-1971 .Power driven mill shall be usedfor
preparation of lime mortar. The slaked lime shall be placed in the mill in an even layer and ground for180 revolutions
with a sufficient water. Water shall be added as required during grinding ( care being takennot to add more water) that
will bring the mixed material to a consistency of stiff paste. Thoroughly wettedsand shall then be added evenly and the
mixture ground for another 180 revolutions.
10.4.1. Mortar shall always be kept damp, protected from sun and ram till used up, covering it by tarpaulinor open
10.5.1. All mortar shall be used as soon as possible after grinding. It should be used on the day on which itprepared,
But in no case mortar made earlier than 36 hours shall be permitted for use.
M-11. Cement Mortar
11.1. Water shall conform to specification M-1, Cement : Cement shall conform to specifications M-3 andSand : Sand
shall conform to M-6
11.2. Proportion of Mix
11.2.1. Cement and sand shall be mixed to specified proportion, sand being measured by measuring boxes,the
proportion of cement will be by volume on the basis of 50 Kg/Bag of cement being equal to 0.0342Cu.m. The mortar
may be hand mixed of machine mixed as directed.
11.3. Proportion of Mortar :
11.3.1. In hand mixed mortar, cement and sand in the specified proportions shall be thoroughly mixed dryon a clean
impervious platform by turning over at least 3 times or more till a homogeneous mixture ofuniform colour is obtained.
Mixing platform shall be so arranged that no deleterious extraneous materialshall get mixed with mortar or mortar
shall flow out. While mixing, the water shall be gradually added andthoroughly mixed to from a stiff plastic mass of
uniform colour so that each particle of sand shall becompletely covered with a film of wet cement. The water cement
ratio shall be adopted as directed
11.3.2. The mortar so prepared shall be used within 30 minutes of adding water. Only such quantity of
mortar shall be prepared as can be used within 30 minutes
M-12. Stone Coarse Aggregate For Nominal Mix Concrete
12.1. coarse aggregate shall be of machine crushed stone of black trap or equivalent and be hard strong,dense,
durable, clean and free from skin and coating likely to prevent proper adhesion of mortar
12.2. The aggregate shall generally be cubical in shape Unless special stones of particular quarries arementioned
aggregates shall be machine crushed from the best black trap or equivalent hard stone asapproved Aggregate shall
have no deleterious reaction with cement. The size of the coarse aggregate forplain cement and ordinary reinforced
cement concrete shall generally be as per the table given below. However, in case of reinforced cement concrete the
maximum limit may be restricted to 6 mm. less thanthe minimum lateral clear distance between bars or 6- mm. less
than the cover whichever is smaller.
12.3. The grading test shall be taken in the beginning and at the change of source of materials. Thenecessary tests,
indicated in I.S. 383-1970 and 456~197f shall have to be carried out to ensure theacceptability. The aggregates shall
be stored separately and handled in such a manner as to prevent theintermixing of different aggregates. If she
aggregates are covered with dust, they shall be washed with ater
to make them clean.
M-13. Black Trap or Equivalent Hard Stone Coarse
13.1. Aggregate For Design Mix Concrete . Coarse aggregate shall be of machine crushed stone of black
trap or equivalent hard stone and be hard, strong, dense, durable, clean and free from skin and coating
likely to prevent proper adhesion of mortar.
13.2. The aggregates shall generally be cubical in shape. Unless special stones of particular quarries are
mentioned, aggregates shall be machine crushed, from the best, black trap or equivalent hard stones as
approved, Aggregate shall have no deleterious with cement
13.3. The necessary tests indicated in I S. 383-1970 and I.S.456-1978 shall have to be carried out to
ensure the acceptability of the material.
13.4. If aggregate is covered with dust it shall be washed with water to make it clean.
M-14. Brick Bats Aggregate
14.1. Brick bat aggregate shall be broken from well burnt or slightly over burnt and dense bricks. It shallbe
homogeneous in texture, roughly cubical in shape, clean and free from dirt of any other foreign material.The brick bats
shall be of 40 mm - 50 mm. size unless otherwise specified in the item The under burnt ofover burnt brick bats shall
not be allowed.
14.2. The brick bats shall be measured by suitable boxes or as directed.
15.1. The bricks shall be hand or machine molded and made from suitable soils and kiln burnt. Theyshall be free from
cracks and flaws and nodules of free lime they shall have smooth rectangular faces withsharp corners and shall be of
uniform colour.The bricks shall be- moulded with a frog of 100 mm. x 40 mm. and 10 mrn. to 20 mm. deep on one of
itsflat sides. The bricks shall not break when thrown on the ground from a height of 600 mm.
15.2. The size of modular bricks shall be 190 mm.x 90 mm.x 90 mm.
15.3. The size of the conventional bricks shall be as under :( 9" x 4.3/8" x 2,3/4" ) 225 x 110 x 75 mm.
15.4. Only bricks of one standard size shall be used on one work. The following tolerances shall bepermitted in the
conventional size adopted in a particular work.Length + 1/8" ( 3.0 mm.) Width ± 1/16'' (1.50 mm. ) Height + 1/16" (
15.5. The crushing strength of the bricks shall not be less than 35 Kg/Sq. Cm. The average waterabsorption shall not
be more the 20 percent by weight Necessary tests for crushing strength and waterabsorption etc. shall be carried out
as per I.S. 3495 ( Part-l to IV ) -
16.1. The stone shall be of the specified variety such as Granite/Trap Stone/ Quartzite or any other type
of good hard stones. The stones shall be only from the approved quarry and shall be hard sound, durable
and free from defects like cavities, cracks, sand holes, flaws injurious veins, patches of loose or softmaterials etc., and
weathered portions and other structural defects Or imperfections tending to affect their
soundness and strength. The stone with round surface shall not be used. The percentage of waterabsorption shall not
be more than 5% of day weight. When tested in accordance with I.S. 1124-1974. The
minimum crushing strength of stone shall be 200 Kg/.Sq. Cm. unless otherwise, specified
16.2. The samples of the stone to be used shall be got approved before the work is started
16.3. The Khanki facing stone shall be dressed by chisel as specified in the item for khanki facing inrequired shape
and size. The face of the stone shall be-so dressed that the bushing on the exposed faceshall not project by more than
40 mm. from the general wall surface and on face to be plastered it shall notproject by more than 19 mm. nor shall it
have depressions more than 10 mm. from the average wall surface
M-17. Laterite Stone
17.1. Laterite stone shall be obtained from the approved quarry it shall be compacted in texture sound,durable and
free from soft patch. It shall have minimum crushing strength of 100 Kg/Sq. Cm. in its drycondition. It shall not
absorb water more than 20% of its own weight, when immersed for 24 hours in water.After quarrying, the stone shall
be allowed to weather for some time before using in work.
17.2. The stone shall be dressed into regular rectangular blocks so that all faces are free from waviness
and unevenness, and the edges true and square
17.3. Those types of stone in which white clay occurs should not be used
17.4. Special corner stones shall be provided where so directed.
M-18. Mild Steel Bars
18.1. Mild steel bars reinforcement for R.C C. work shall conform to I.S. 432 (Part -II) 1966 and shall be oftested
quality. It shall also comply with relevant part of I.S. 456-1978.
18.2. All the reinforcement shall be clean and free from dirt, paint, grease, mill scale or loose or thick rustat the time
18.3. For the purpose of payment, the bar shall be measured correct up to 10 mm. length and weight
payable worked out at the rate specified below :
1. 6 mm 0.22 Kg/Rmt. 8. 20 mm. 2 47 Kg/Rmt
2. 8 mm. 0.39 Kg/Rmt. 9 22 mm. 2.98 Kg/Rmt.
3. 10 mm. 0.62 Kg/Rmt. 10. 25 mm. 3.85 Kg/Rmt.
4. 12 mm. 0.89 Kg/Rmt. 11. 28 mm. 4.83 Kg/Rmt.
5. 14 mm 1.21 Kg/Rmt. 12. 32 mm. 6.31 Kg/Rmt.
6. 16 mm 1 58 Kg/Rmt 13. 36 mm. 7 99 Kg/Rmt.
7. 18 mm. 2.00 Kg/Rmt. 14. 40 mm. 9,86 Kg/Rmt.
M-19. High Yield Strength Steel Deformed Bars
19.1. High yield strength steel deformed bars shall be either cold twisted other rolled and shall conform toI.S. 1786-
1966 and I.S. 1139-1966 respectively.
19.2. Other provisions and requirements shall conform to specification No. M-18 for Mild Steel Bars.
M-20. High Tensile Steel Wires
20.1. The high tensile wires for use in pre stressed concrete work shall conform to I.S,2090-1962.
20.2. The tensile strength of the high tensile steel bars shall be as specified in the item. In absence of thegiven
strength the minimum strength shall be taken as per Para 6-1 of the I.S. 1785-1962. Testing shall bedone as per I.S.
20.3. The high tensile steel shall be free from loose mill scale, rust, oil, grease, or any other harmfulmatter.Cleaning of
steel bars may be carried out by immersion in solvent solution, wire brushing or passingthrough a pressure box
containing Carborudum.
20.4. The high tensile wire shall be obtained from manufacturers. in coils having diameter not less then
350 times the diameter of wire itself so that wire springs back straight on being uncoiled.
M-21. Mild Steel Binding Wire
21.1. The mild steel wire shall be of 1.63 mm. or 1.22 mrn. ( 16 to 18 gauge ) diameter and shall conformto I.S. 280-
21.2. The use of black wire will be permitted for binding reinforcement bars. It shall be free from rust oilpaint, grease
loose mill scale or any other undesirable coating which may prevent adhesion of cementmortar
M-22. Structural Steel
22.1. All structural Steel! shall conform to I S. 226-1985: The steel shall be free from the defectsmentioned in I.S 226-
1975 and shall have a smooth finish. The material shall be free from loose mill scale,rust pits or other defects affecting
the strength and durability. River bars shall conform to I.S. 1148-1973.
22.2. When the steel is supplied by the Contractor test certificate of the manufacturers shall be obtained
according to I.S. 226-1975 and other relevant Indian Standards.
M-23. Galvanised Iron Sheets
23.1. The galvanised iron sheets shall be plain or corrugated sheets of gauges as specified in item The G.I.Sheets shall
conform to I.S.277-1977. The sheets shall be undamaged in carnage and handling either byrubbing off of zinc coating
or otherwise. They shall have clean and bright surface and shall be free from
dents, bends, holes, rust or white powdery deposit.
23.2. The length and width of G.I. sheets shall be as directed as per site condition.
M-23.A :G.I. Valleys gutter, ridges
23.A.1. The G.I. ridges and hips shall be of plain galvanised sheets Class - 3 of the thickness as specified initem. These
shall be 600 mm. in width and properly bent up to shape without damage to the sheets in
process of bending.
23.A.2. Valleys gutters and flashings shall also be of galvanised sheet of thickness as specified in itemValleys Shall be
900 mm. wide overall and flashing shall be 380 mm. wide overall They shall be bent to therequired shape without
damage to the sheet in the process of bending.
M-24. Asbestos Cement Sheets
24.1. Asbestos cement sheets plain, corrugated of semi-corrugated shall conform to I.S.459-1970 Thethickness of the
sheets shall be as specified in the item. The sheets shall be free from all defects such as
cracks, holes, deformities chipped edges or otherwise damaged.
24.2. Ridges & Hips :
24.2.1. Ridges and hips shall be of same thickness as that of A.C. sheets. The types, of ridges shall besuitable for the
type of sheets and location.
24.2.2. Other accessories to be used in roof such as flashing pieces eaves filler pieces, valley gutters, northlight, and
ventilator curves, barge boards etc, shall be of standard manufacture and shall be suitable for thetype of sheets and
M-25. Manglore Pattern Roof Tiles
25.1. The mangalore pattern tiles shall conform to I S 654-1972 for Class AA or Class A type as specified
in item. Samples of the tiles to be provided shall be got approved from the Engineer-m-charge. Necessary
tests shall be carried out as directed.
M-26. Shuttering
26.1. The shuttering shall be either of wooden planking of 30 mm. minimum thickness with or without
steel lining or of steel plates stiffened by steel angles The shuttering shall be supported on battens and
beams and props of vertical bullies properly cross braced together so as to make the centering rigid. In
places of bullies props, brick pillar of adequate section built in mud mortar may be used
26.2. The form work shall be sufficiently strong and shall have camber so that it assumes correctshape after
deposition of the concrete and shall b-j able to resist forces caused by vibration of live load ofmen working over it and
other incidental leads associated with it. The shuttering shall have smooth andeven surface and its joints shall permit
leakage of cement grout
26.3. If at any stage of work during or after placing concrete in the structure, the form work sags orbulges out beyond
the required shape of the structure, the concrete shall be removed and work redone withfresh concrete and adequately
rigid form work The complete from work shall be got inspected by and gotapproved form the Engineer-in-charge, before
the reinforcement bars are placed in position
26.4. The props shall consist to bullies having 100 mm .minimum diameter measured at mid length and80 mm. at
thin end shall be placed as per design requirement. These shall rest squarely on wooden soleplates 40 mm. thick and
minimum bearing area of 0-10 sq m laid on sufficiently hard base.
26.5. Double wedges shall further be provided between the sole plate and the wooden props so as tofacilitate
tightening and easing of shuttering without jerking the concrete
26.6. The timber used in shuttering shall not be so dry as to absorb water from concrete and swell orbulge nor so
green or wet as to shrink after erection. The timber shall be properly sawn and planed on the
sides and the surface coming in contact with concrete Wooden form work with metal sheet lining or steel
plates .stiffened by steel angles shall be permitted
26.7. As far as practicable, clamps shall be used to hold the forms together and use of nails and spikesavoided.
26.8. The surface of timber shuttering that would come in contact with concrete shall be well wetted and
coated with soap solution before the concreting is done Alternatively coat of raw linseed oil or oil ofapproved
manufacture may be applied in place of soap solution In case of steel shuttering either soapsolution or raw linseed oil
shall be applied after thoroughly cleaning the surface. Under no circumstances
black or burnt oil shall be permitted.
26.9. The shuttering for beams and slabs shall have camber of 4 mm per meter ( 1 in 250 } or as directed
by the Engineer-in-charge so as to offset the subsequent deflection For cantilevers, the camber at free end
shall be 1/50 of the projected length or as directed by the Engineer-in-charge.
M- 27. Expansion Joints - Permoulded filler
27.1. The item provides for expansion joints in R.C C. frame structures for internal joints, as well asexposed joints,
with the use of promoulded bituminous joint filler.
27.2. Premoulded bituminous joints filler i.e. performed strip of expansion joints filler shall not getdeformed, or broken
by twisting bending or other handling when exposed to atmospheric condition. Piecesof joints filler that have been
damaged shall be rejected
27.3. Thickness of the per-moulded joints filler shall be 25 mm. unless otherwise specified.
27.4. Premoulded bituminous joints filler shall conform to I S 1838-1961
M-28. Expansion joints-Copper strips & hold .fasts
28.1. The item provide for expansion joints in R.C.C. frame structure for internal joints, as well asexposed joints, with
the use of premoulded bituminous joints filler.
28.2. Copper sheet shall be of 1.25 mm. width and or 1 25 mm. width and the " U " shape in the middle.
Copper strip shall have holdfast of 3 m.m diameter copper rod fixed to the plate soldered on strip atintervals of about
30 cm or as shown in the drawing or as directed. The width of each flange ( horizontalside ) of the copper plate Jo be
embedded in the concrete work shall be 25 mm depth of "U" to be provided
in the expansion joint, in the copper plate shall be of 25 mm.
M-29. Teak wood
29.1. The teak wood shall be of good quality as required for the item to be executed. When the kind of
wood is not specifically mentioned, good Indian teak wood as approved shall be used.
29.2. Teak wood shall generally be free from large, loose dead or cluster knots, flaws, shakes, warps,twists, bends or
any other defects. It shall generally be uniform in substance and of straight fibers as far aspossible. It shall be free
from rot decay, harmful fungi and other defects of harmful nature which will affectthe strength, durability or its
usefulness for the purpose for which it is required. The colour shall beuniform as for as possible. Any effort like
paining using any adhesive materials made to hide the defects
shall render the pieces liable to rejection by the Engineer-in-charge.
29.3. All scantlings, planks etc., shall be sawn in straight lines and planes in the direction of grains and
of uniform thickness.
29.4. The tolerances-in the dimensions shall be allowed at the rate of 1.5 mm. per face to be planed.
29.5. First class teak wood
29.5.1. First class teak wood shall have no individual hard and-sound knots, more than 6 sq. cm. in size
and the aggregate area of such knots shall not be more than 1% of area of piece, The timber shall be closed
29,6. Second Class Teak Wood:
29.6.1. No individual hard and sound knots shall be more than 15 sq. cms. in size and aggregates area ofsuch knots
shall be not exceed 2% of the area of piece.
M-29. A Non-teak wood:
The non-teak wood shall be chemically treated, seasoned as per I.S. Specifications and of good quality. Thetype of wood
shall be got approved before collecting the same on site Fabrication of wooden members shallbe started only after
approval.For this purpose wood of Bio, Kalai, Sires. Saded, Behda, Jamun, Sisoo will be used for door where as
onlyKalai. Sires, Halda. Kalam etc. will be permitted for shutters after proper seasoning and chemical treatment.The
non-teak wood shall be free from large loose dead of cluster knots, flows, shakes, warps, bends or anyother defects, It
shall be uniform in substance and of straight fibers as far as possible It shall be free frorots, decay, harmful fungi and
other defects of nature which will effect the strength, durability or itsusefulness for the purpose for which it is
required. The colour of wood shall be uniform as far as possible.The scantlings planks etc. shall be saw in straight
lines and planes in the direction of grain and of uniformthickness. The department will use the Agency to produce
certificate from Forest Department in event ofdispute and the decision of the Department shall be final and binding to
the contractor. The tolerance in thedimension shall be allowed at 1.5 mm. per face to be planed.
M-30. Wooden flush door shutters ( solid core )
30.1. The solid core type flush door shutters shall be of decorative or non-decorative type as specified in
the drawing. The size and thickness of the shutter shall be as specified in drawings or as directed. Thetimber species
for core shall be used as per I.S.2202 ( part -I ) 1980. The timber shall be free from decayand insect attack Knots and
knot holes less than half the width of cross-section of the members in which
they occur may be permitted. Pitch pockets, pitch streaks and harmless pin holes shall be permissibleexcept in the
exposed edges of the core members. The commercial plywood, cross-bands shall conform to
30.2. The face-pane! of the shutters shall be formed by gluing by the hot press process on both faces of
the core with either plywood or cross-bands and face veneers. The1 hopping, rebating. opening of glazing,
venation etc., shall be provided if specified in the drawing.
30.3. All edges of the door shutters shall be square. The shutters shall be free from twist or warp in its
plane. Both faces of the shutters shall be sand papered to smooth even texture.
30.4. The shutters shall be tested for-
(1) End immersion test: The test shall be carried out as per I.S.2202 ( part-1 ) 1980 There shall be nodelamination at
the end of the test.
(2) Knife Test : The face panel when tested in accordance with I.S 1659-1979 shall pass the test.
(3) Glue adhesion test : The flush door shall be tested for glue adhesive test in accordance with I S2202( part -I )
1980. The shutters shall be considered to have passed the test, if no delamination occurs in theglue lines in the
plywood and if no single determination more than 80 mm in length and more than 3 mm indepth has occurred in the
assembly glue lines between the plywood face and the style and rail.Delamination at the corner shall be measured
continuously around the corner Delamination at the knots,
knot hole and other permissible wood defectects shall not be considered in assessing the sample.
30.5. The tolerance in size of scud core type flush door shall-be as under :In Nominal thickness ± 1.2 mm. In Nominal
30.6. The thickness of the shutter shall be uniform throughout with a permissible variation of not more
than 0.8 mm when measured at any points.
M-31. Aluminum doors, windows, ventilators
31.1. Aluminum alloy used in the manufacture of extruded window sections shall conform to I.S.designation HEA-WP
of I.S. 733-1975 and also to I S. Designation WVG-WP of I.S 1285-1975 The section
shall be as specified in the drawing and design. The fabrication shall be done as directed
31.2. The hinges shall be cast or extruded aluminum hinges of same type as in window but of larger size.
31.3. The hinges shall normally be of 50 mm. projecting type. Non-projecting type of hinges may also be
used if directed. The handles of door shall be of specified design A suitable lock for the door Operable eitherfrom
outside or inside shall be provided. In double shutter door, the first closing shutter shall have
concealed aluminum alloy bolt at top and bottom.
M-32. Rolling Shutters
32.1. The rolling shutters shall conform to I.S.6248-1979 Rolling shutters shall be supplied of specified
type with accessories. The size of the rolling shutters shall be specified in the drawings. The shutters shall
be specified in the drawings. The shutters shall be constructed with interlocking lath sections formed from
cold rolled steel strips not less than 0.9 mm. thick and 80 mm. wide for shutters up to 3.5 m .width not lessthan
mm. thick and 80 mm wide for shutters 3.5 m. in width and above unless otherwise specified.
32.2. Guide channels shall be of mild steel deep channel section and of rolled pressed or built up (fabricated ) joint
less construction The thickness of sheet used shall not be less than 3 15 mm.
32.3. Hood covers shall be made of M S. Sheets not less than 0.90 mm. thick. For shutters having width
3.5 Meter and above, the thickness of M.S. sheet for the hood cover shall be not less than 1 25 mm.
32.4. The spring shall be of best quality and shall be manufactured from tested high tensile spring steel
wire of strip of adequate strength to balance the shutters in all position. The spring pipe shaft etc . shall besupported
on strong M S of malleable C I. brackets. The brackets shall be fixed on or under the lintel asspecified with-raw! plugs
and screws bolts etc.
32.5. The rolling shutters shall be of self rolling up to 8 Sq. m. clear area without ball bearing and up to
12 Sq.m. clear area with ball bearing. If the rolling shutters are of larger, then gear operated type shutters
32.6. The locking arrangement shall be provided at the bottom of shutter at both ends The shutters shall
be opened from outside.
32.7. The Shutters shall be completed with door suspension shafts, looking arrangements, pulling hooks,
handles and other accessories.
M-33. Collapsible Steel Gate
33.1. The collapsible steel gate shall be in one or two leaves and size as per approved drawings or asspecified. The gate
shall be fabricated from best quality mild steel channels, flats etc. Either steel pulleys orball-bearings shall be provided
in every double channel Unless otherwise specified the particulars ofcollapsible gate shall be as under.(a) Pickets :
These shall be of 20 mm. M.S. channels of heavy sections unless otherwise shown ondrawings. The distance centre to
centre of pickets shall be 12 cms .with an opening or 10 Cms(b) Pivoted M.S. flats shall be 20 mm x6 mm(c) Top and
bottom guides shall be from tee of flat iron of approved size.(d) The fittings like stoppers fixing, locking cleats, brass
handles and cast iron rollers shall be ofapproved design and size
M-34. Welded Steel Wire Fabric
34.1 Welded steel wire fabric for general purpose shall be manufactured form cold drawn steel wire "asdrawn" or
galvenised steel conforming to I.S. 226-1975 with longitudinal and transverse wire securelyconnected at every
intersection by a process of electrical resistance welding and conforming to I.S.4948-1974. it shall be fabricated and
finished in workmanlike manner and shall be free from injurious defectsand shall be rust proof The type of mesh shall
be oblong or square as directed The mesh sizes and sizes if
wire for square 3b well as oblong welded steel wire fabric shall be as directed The steel wire fabric in panels
shall be in one whole piece in each panel as far as stock sizes permit.
M-35 Expanded Metal Sheets
35.1. The expanded metal sheets shall he free from flaws joints broken strands laminations and otherharmful surface
defects. Expanded metal steel sheet shall confirm to IS-412-1975. except that blank sheetsneed not be with
guaranteed mechanical properties The size of the diamond mesh of expanded metal anddimensions of strands (width
and thickness) shall be as specified. The tolerance on nominal weight ofexpanded metal sheets shall be of + 10 percent.
35.2. Expanded metal in panels shall be in one whole piece in each panel as far as stock sizes permit. The
expanded metal sheets shall be coated with suitable protective coating to prevent corrosion.
M-36. Mild Steel Wire ( Wire Gauze Jali )
36.1. Mild steel wire may be galvanized as indicated. All finished steel wire shall be well cleanly drawn tothe
dimensions and size of wire as specified in item. The wire shall be sound free from splits surface flaws,rough jagged
and imperfect edges and other harmful surface defects and shall conform to I.S. 280-1978.
37.1. The plywood for general purpose shall conform I.S. 303-17-1975.Plywood is made by cementing together than
boards or starts of wood into panels. There are always an oddnumber of layers, 3,5,7,9, ply etc. The piles are placed so
that grain of each layer is at right angles to thegrain in the adjacent level.
37.2. The chief advantages of plywood a single board of the same thickness is the more uniform strength
of the plywood, along the length and width of the plywood and greater resistance to cracking and splitting
with charge in moisture content.
37.3. Usually synthetic resins are used to gluing, phenolic resins are usually cured in a hot press whichcompresses
and simultaneously heats the plies between hot plates which maintain a temperature of 90degree C to 140 degree C
and a pressure of 11 to 14 Kg/ Sq. Cm on the wood. The time of heating may be
anything from 2 to 60 minutes depending upon thickness
37.4. When water glue are used the wood absorbs so much water that the finished plywood must be dried
carefully. When synthetic resigns are used as adhesive the finished plywood must be exposed to anatmosphere of
controlled humidity until the proper amount of moisture has been absorbed.
37.5. According to I.S. 303-1975 the plywood for general purpose shall be of the grades namely BWR,WWR and CWR
depending up to the adhesives used for bonding the veneers and it will be further classified
into six types namely AA, AB, AC, BB, BC and CC based on the quality of the two faces each face being of
three kinds namely A, Band C After pressing, the finished plywood should be reconditioned to a moisture
content not less than 8 percent and not more than 16 percent.
38.1. All glass shall be of the brief quality, free from specks, bubbles, smokes veins, air holes blisters andother defects.
The kind of glass to be used shall be as mentioned in the item or specification or in thespecial provision or as shown in
detailed drawings. Thickness of glass panes shall be uniform. Thespecifications for different kinds of glass shall be as
38.2. Sheet Glass
38.2.1. In absence of any specified thickness or weight in the item or detailed specifications of the item of
work, sheet glass shall be weighing 7.5 Kg/Sq. m for panes up to 600 mm x 600 mm.
38.2.2. For panes larger than 600 mm x 600 mm and up to 800 mm x 800 mm the glass weighing notless than
Kg/Sq m shall be used For bigger panes up to 900 mm x 900 mm. glass weighing not less
than 8.75 Kg/Sq. m shall be used. For bigger panes up to 900 mm x 900 mm. glass weighting not less than11.25
Kg/Sq. m. shall be used
38.2.3. Sheet glass shall be patent flattened glass of best quality and for glazing and framing purposes shallconform to
I.S. 1761-1960. Sheet glass of the specified colours shall be used, if so shown, on detailed
drawings or so specified For important buildings and for panes with any dimension over 900 mm plateglass of specified
thickness shall be used
38.3. Plate Glass:
38.3.1. When plate glass is specified it shall be "polished patent plate glass" of best quality It shall haveboth the
surface ground flat and parallel and polished to obtain clear undisturbed vision and reflection Theplate glass shall be
of the thickness mentioned in the item or as shown in the detailed drawing or as
specified. In absence of any specified thickness, the thickness of plate glass to be supplied shall be 6 mrn.
and a tolerance of 0.20 mm shall be admissible
38.4. Obscured Glass:
38.4.1. This type of glass transmits light so that vision is partially or almost completely obscured. Glassshall be plain
rolled, figured, ribbed of fluted, or frosted glass as may be specified as required. The thicknessand type of glass shall
be as per details on drawings or as specified or as directed
38.5. Wired Glass:
38.5.1. Glass shall be with wire netting embedded in a sheet of planet glass. Electrically welded 13 mmGeorgian
square mesh shall be used Thickness of glass shall not be less than 6 mm Wired glass shall be oftype and thickness as
M-39. Acrylic Sheets
39.1. Acrylic sheets shall be of thickness as specified in the item and of an specified shape and size as thecase may be
panels may be flat or curved It should be light in weight it shall be colourless or coloured oropaque as specified in the
item. Colourless sheet shall be as transparent as the finest optical glass. Its lighttransmission rate shall be about 95%
Transparency shall not be affected for the sheets of larger thickens, itshall be extremely resistant to sunlight weather
and low temperatures.It shall not sow any significant yellowing or change in physical properties or loss of light
transmission over alonger period of use. The sheet shall be impact resistant also Sheets should be of such quality that
they canbe cut, bent jointed as desired Solution for the joints shall be used as per the requirement ofmanufacturer.
M-40. Particle board
40.1. The particle boards used for face panels shall of best quality free from any defects. "I he particleboards shall be
made with phenolmaldehyde adhesive The particle boards shall conform I S 3087-1905"Specification for wood particle
board for general purpose" The size and the thickness shall be as indicated.
M-41. Expanded polystyrene or framed styroper slabs
41.1. The expanded polystyrene ceiling boards and tiles shall be of approved make and shall be of sizes,thickness,
finish and colour as indicated. It shall be of high density and suitable for use as insulatingmaterial. The insulating
material shall be like slabs of Thermocole etc.
M-42. Resign bonded fiber glass.
42.1. The resign bonded fiber glass tiles or roils shall be of approved make and shall be of sizes.thickness, and finish
42.2. For test of Mineral wool thermal insulation [Blanket I S 3144-1965 shall be followed
42.3. Insulation wool blanks shall be with the following coverings on one or both sides as indicated
(1) Bituminous Hessian Kraft paper suitable for use in position where moisture has to be excluded.
(2) Hessian cloth or Kraft paper for keeping out dust
(3) G.I wire netting, suitable for surfaces to be plaster over
M-43. Fixtures and fastenings
43.1.1. The fixtures and fastenings, that is butt hinges tee and strap hinges sliding door bolts, towerbolts, door latch,
bath-room latch, handles door stoppers, casement window fasteners, casement stays andventilators catch shall be
made of the metal as specified in the item or its specification.
43.1.2. They shall be of iron, brass, aluminum chromium plated iron, chromium plated brass, copperoxidised iron,
copper oxidised brass or anodised aluminum as specified
43.1.3. The fixtures shall be heavy medium or light type. The fixtures and fastenings shall be smoothfinished and shall
be such as will ensue ease of operations.
43.1.4. The samples of fixtures and fastenings shall be got approved as regards, quality and shape before
providing them in position
43.1.5. Brass and anodised aluminium fixtures and fastenings shall be bright finished
43.2. Holdfasts:
43.2.1. Holdfasts shall be made from mild steel flat 30 cm length and one of the holdfasts shall be bent at
right angle and two nos of 6 mm. diameter holes, shall be made in it for fixing it to the frame with screws.
At the other end, the holdfast shall be forked and bent at right angles in opposite directions
43.3. Butt hinges:
43.3.1. Railway standard heavy type butt hinges shall be used when so specified
43.3.2. Tee and strap hinges shall be manufactured from M S Sheet
43.4. Siding door bolts (Aldrops):
43.4.1. The aldrops as specified in the item shall be used and shall be got approved.
43.5. Tower bolts (Barrel Type):
43.5.1. Tower bolts as specified in the item shall be used and shall be got approved
43.6. Door Latch:
43.6.1. The size of door latch shall be taken as the length of latch.
43.7. Bathroom Latch:
43.7.1. Bathroom latch shall be similar to tower bolt.
The size of the handles shall be determined by the inside grip length of the handles. Handles shall have abase plate of
length 50 mm. more than the size" of the handle.
43.9. Door Catch:
43.9.1. Door stoppers shall be either floor door stopper type or door catch type Floor stopper shall be ofoverall size as
specified and-shall have a rubber cushion.
43.10. Door Stoppers:
43.10.1. Door catch shall be fixed at a height to about 900 mm from the floor level such that one part of
the catch is fitted on the inside of the shutter and the other part is fixed in the wall with necessary wooden
plug arrangements for appropriate fixity The catch shall be fixed 20 mm inside the face of the door for easyoperation of
43.11. Wooden Door Stop with hinges:
43.11.1. Wooden door stop of size 100 mm x GO mm x 40 mm shall be fixed on the door frame with ahinges of 75 mm.
size and at a height of 900 mm. from the floor level The wooden door stop shall beprovided with 3 coats of approved oil
43.12. Casement Window Fastener:
43.12.1. Casement window fastener for single leaf window shutter shall be left or right handed as directed
43.13. Casement stays (Straight Red Stay):
43.13.1. The stays shall be made from a channel section having three holes at appropriate position so that
the window can be opened either fully or partially as directed. Size of the stay shall be 250 mm to 300 mm.as directed.
43.14. Ventilator Catch:
43.14.1. The pattern and shape of the catch shall be as approved
43.15.1. The base and socket plate shall be made from minimum 3 mm. thick plate: and projected pivotshall not be
less than 12 mm 'diameter and 12 mm. length and shall be firmly riveted to the base plate in
case of iron pivot and in single piece plate in the case of brass pivot.
44.1. (A) Oil paints :
44.1.1. Oil paints shall be of the specified colour and as approved The ready mixed paints shall only beused. However,
if ready mixed paint of specified shade or tint is not available white ready mixed paint with
approved stainer will be allowed In such a case the contractor shall ensure that the shade of the paint so
allowed shall be uniform.
44.1.2. All the paints shall meet with the following general requirements(i)Paint shall not show excessive setting in a
freshly opened full can and shall easily be ready spread with apaddle to a smooth homogeneous state. The paint shall
show no curdling, levering caking or colourseparation and shall be free from lumps and skins(ii) The paint as received
shall brush easily, possess good leveling properties and show no running orsagging tendencies(iii)The paint shall not
skin within 48 hours in a three quarters filled closed container(iv) The paint shall dry to a smooth uniform finish free
from roughness, grit unevenness and otherimperfections
44.1.3. Ready mixed paint shall be used exactly as received horn the manufacturers and generallyaccording to their
instructions and without any admixtures whatsoever
44.2. (B) Enamel paints:
44.2.1. The enamel paint shall satisfy in general requirements in specification of oil paints, Enamel paint
shall conform to I.S. 2933-1975.
M-45. French Polish
45.1. The French polish of required tint and shade shall be prepared with the below mentionedingredients and other
necessary materials:(i) Denatured spirit of approved quality (ii) Chandras (iii) Pigment.
45.2. The French polish so prepared shall conform to I S : 348-1 9C8.
M-46. Marble chips for marble mosaic terrazzo
46.1. The marble chips shall be of approved quality and shades. It shall be hard, sound, dense andhomogeneous in
texture with crystalline and coarse grains It shall be uniform in colour and free fromstains cracks, .decay and
46.2. The size of various colours of marble chips ranging from the smallest up to 20 mm shall be used where
the thickness of top wearing layer is 6 mm size The marble chips of approved quality and colours only as pergrading as
decided by the Engineer-in-charge shall be used for marble mosaic tiles or works
46.3. The marble chips shall be machine crushed. They shall be free from foreign matter, dust etc. Except
as above, the chips shall conform to I S 2114-1962
M-47. Flooring Tiles
47.1. (A) Plain Cement tiles;
47.1.1. The plain cement tiles shall be of general purpose type. These are the tiles in the manufacture of whichno pigments
are used. Cement used in the manufacture of tiles shall be as per Indian Standards.
47.1.2. The tiles shall be manufactured from a mixture of cement and natural aggregates by pressure .process.During
manufacture the tiles shall be subjected to pressure of not less than 140 Kg/Sq. Cm. The proportion of
cement to aggregate in the backing of the tiles shall be not less than 1 .3 by weight The wearing face, through thetiles are of
plain cement, shall be provided with stone chips of 1 to 2 mm. size. The proportions of cement toaggregate in the wearing
layer of the tiles shall be three parts of cement to one parts chips by weight. Theminimum thickness of wearing layer shall be
3 mm. The colour and texture of wearing layer shall be uniformthroughout its face and thickness. On removal from mould,
the tiles shall be kept in moist conditioncontinuously at least for seven days and subsequently, if necessary, for such long
period as would ensure theirconformity to requirements of I.S.1237-1980 regarding strength resistance to wear and water
47.1.3 The wearing face of the tiles shall he plane, free from projections, depressions and cracks and shallbe
reasonably parallel to the back face of the tile. All angles shall be right angle and all edges shall besharp and true.
47.1.4. The size of tiles generally be square shapes 24.85 Cm x24.85 Cm. or 25 Cm x 25 Cm Thethickness of tiles
shall be 20 mm.
47.1.5. Tolerance of length and breadth shall be plus of minus one millimeter Tolerance on thickness shallbe plus
47.1.6. The tiles shall satisfy the tests as regards transverse strength, resistance to wear and waterabsorption as per
47.2. (B) Plain Coloured Tiles:
47.2.1. The tiles shall have the same specification as for plain cement tiles as per (A) above expect that theyshall have
a plain wearing surface wherein pigments are used. They shall conform it I.S. 1237-1980.
47.2,2. The pigments used for colouring cement shall not exceed 10 percent by weight of cement used in
the mix. The pigments, synthetic or otherwise, used for colouring tiles shall have permanent colour andshall not
contain materials detrimental to concrete
47.2.3 The colour of the tiles shall be specified in the item or as directed
47.3. (C) Marble mosaic tiles:
47.3.1. These tiles have same specification as per plain cement tiles except the requirements as stated Below
47.3.2. The marble mosaic tiles shall conform to I.S 1237-1980. The wearing face of the tiles shall bemechanically
ground and filled. The wearing face of tiles shall be free from projections depressions andcracks and shall be
reasonably parallel to the back face of the tiles. All angles shall be right angles and all
edges shall be sharp and true.
47.3.3. Chips used in the tiles be from smallest up to 20 mm. size. The minimum thickness of wearinglayer of tiles
shall be 6 mm. For pattern of chips to be had on the wearing face ; a few samples with orwithout their full size
photographs as directed shall be approved by the Engineer-m-charge, for approval.47.3.4. Any particular samples if
found suitable shall be approved by the Engineer-in-charge, or he may askfor a few more samples to be presented The
samples hall have of be made by the contractor till a suitablesample is finally approved for use in the work. The
Contractor shall ensure that the tiles supplied for, thework shall be in conformity with the approved sample only, in
terms of its dimensions, thickness of backinglayer and wearing surface, materials, ingredients, colour, shade, chips,
distribution etc. required.
47.3.5. The tiles shall be prepared form cement conforming to Indian Standards or coloured port landcement generally
depending upon the colour of tiles to be used or as directed.
47.4. (D) Chequered Tiles :
47.4.1. Chequered tiles shall be plain cement tiles or marble mosaic tiles. The fromer shall have the samespecification
as per (A) above and the latter as per marble mosaic tiles as per (C) except as mentionedbelow
47.4.2. The tiles shall be of nominal size of 250 mm. x 250 mm. or as specified. The centre to centredistance of
chequer shall not be less then 25 mm. and not more than 50 mm. The overall thickness of the
tile shal! be 22 mm
47.4.3. The grooves in the chequers shall be uniform and straight. The depth of the grooves shall not beless than
mm. The chequered tiles shall be plain coloured or mosaic as specified The thickness of theupper layer measured form
the top of the chequers shall not be less than 6 mm. The tiles shall be given thefirst grinding with machine before
delivery to site
47.4.4. Tiles shall conform or relevant I.S 1237-1980.
47.5. (E) Chequered Tiles For Stair Cases :
47.5.1. The requirements of these tiles shall be the same as chequered tiles as per (D) above except infollowing respects
:(1) The length of a tile including note shall be 300 mm (2) The minimum thickness shall be 28 mm (3) Thenosing shall
have also the same wearing layer as at the top. (4) The nosing edge shall be rounded (5) Thefront portion of the tile for
a minimum length of 75 mm. from and including the nosing shall have groovesrunning parallel to nosing and at
centers not exceeding 25 mm Beyond that the tiles shall have normal chequer pattern.
M-48. Rough Kotah Storm
48.1. The Kotah stones shall be hard even, sound, and regular in shape and generally uniform in colour.The colour of
the stone shall generally be green Brown coloured shall not be allowed for use They shall bewithout any soft veins,
cranks of flaws.
48.2. The size of the stones to be used for flooring shall be of size 600 mm x 600 mm and/or size 600mm. x 450 mm
as directed However smaller sizes will be allowed to be used to the extent of maintainingrequired pattern. Thickness
shall be as specified
48.3. The edges of minus 30 mm on accounts of chisel dressing of edges shall be permitted for length aswell as
breadth. Tolerance in thickness shall be + 3 mm
48.4. The edges of stones shall be truly chiseled and table rubbed with coarse sand before paving. All
angles and edges of the stones of shall be true, square and free from chipping and surface shall De true andplain
48.5. When machine cut edges are specified, the exposed and the edges at joints shall be machine cutThe thickness of
the exposed machine cut edges shall be uniform
M-49. Polished Kotah Stoics
49.1. Polished kotah stone shall have the same specification as per rough kotah stone except asmentioned below
49.2. The stones shall have machine polished surface. When brought on site, the stones-shall be singlepolished or
double polished depending upon its use. The stones for paving shall generally be single polishedThe stones to be used
for dedo, skirting, sink, veneering, sills steps etc. where machine polishing after thestones are fixed in situ is not
possible shall be double polished
M-50. Dholpur Stone Slab
50.1. Dholpur stone slab shall be of best quality as approve by the Engineer-m-charge The stone slabshall be without
my veins, cracks, and flaws The stone slab shall be even sound and durable regular insnaps and of uniform colour
50.2. The size of the stone shall be as specified in the item or detailed drawing or as approved by theEngineer-in-
charge The thickness of the stone shall be as specified in the item of work with the permissible
tolerance of plus or minus 2 mm. The provision in respect of .polishing as for polished kotah stone shallapply to
polished Dholpur stone also. All angles and edges of the face of the stone slab shall be fine chiseled
or polished as specified in the item of work and all the four edges shall be machine cut All angles and edgesof the stone
slab shall be true and plane
50.3. The sample of stone shall be got approved by the Engineer-in-charge for a particular work It shallbe ensured'
that the stones to be used in a particular work shall not differ much in shade or tint from the
approved sample
M-51. Marble Slab
51.1. Marble slab shall be white or of other and of best quality as approved by the Engineer-in-charge
51.2. Slabs shall be hard, close, uniform and homogeneous in texture. They shall have even crystallinegram and free
from defects and cracks. The surface shall be machine polished to an even and perfect plane
surface and edges machine cut true and square. The rear f ice shall be rough to provide key for the mortar
51.3. Marble slabs with natural veins, if selected shall have to be laid as per the pattern given by the
Engineer-in-charge. Size of the slab shall be minimum 460 mm x450 mm and preferably 600 mm 'x 600mm. However,
smaller sizes will be allowed to be used of the extent of maintaining required pattern.
51.4. The slab shall not be thinner than the specified thickness at its thinnest part. A few specimen offinished slab to
be used shall be deposited by the Contractor in the office for reference
51.5. Except as above the marble slabs shall conform to I.S. 1130-1969
M-52. Granite Stone slab
52.1. Granite shad be of approved colour and quality. The stone shall be hard, even sound and regular in
shape and generally uniform in colour. It shall be without any soft veins, cracks of flaws
52.2. The thickness of the stone shall be specified in items
52.3. AH exposed faces shall be double polished to tender truly smooth and even reflecting surface. The
exposed edges and corners shall be rounded off as directed The exposed edges shall be machine cut and
shall have uniform thickness.
M-53. P.V.C. Flooring
53.1. P.V.C. sheets for P.V.C., floor covering shall be of homogenous flexible type conforming to I S 3462-1966. The
P.V.C. covering shall neither develop any toxic effect while put to use nor shall give off anydisagreeable odour.
53.2. Thickness of flexible type covering tiles shall be as specified in the description of the item
53.3. The flexible type shall be backed with Hessian or other woven fabric The following tolerances shall
be applicable on the nominal dimensions of the rolls or tiles :
(a) Thickness + 015 mm.
(b) Length or Width
(1) 300 mm. Square tiles + 0.20 mm. (3) 900 mm Square tiles + 0.60 mm.
(2) 600 mm. Square tiles + 0 40 mm. (4) Sheets and roll + 0.10 percent.
53.4. Adhesive:
53.4.1. The adhesive for PVC flooring shall be of the type and make recommended by the manufactures
of PVC sheets/tiles.
M-54. Facing Tiles
54.1. The facing tiles (burnt clay facing bricks) shall be free from cracks, and nodules of free lime. Theyshall be
thoroughly burnt and shall have plane rectangular faces with parallel sides and sharp straightright angled faces. The
texture of the finished surface that will be exposed when in place shall conform toan approved sample consisting not
less than for stretcher bricks each representing the texture desired. Thefacing tiles shall have a pleasing appearance,
sufficient resistance to penetration by ram and greaterdurability than common bricks. The tiles shall conform to I.S.
54.2. The standard size of facing brick tiles shall be 19 x 9 x 4 cms. The facing brick tiles shall beprovided with frog
which shall conform to I.S. 11077-1976.
54.5. The average compressive strength obtained as a sample of five tiles when tested in accordance withthe procedure
laid as per I S 1077-1976 shall be not less than 175 Kg/Sq Cm. The average compressivestrength of any individual
bricks shall be not less than 160 Kg / Sq.Cm.
54.6. The average water absorption for five bricks tiles shall not exceed 12 percent of average weight ofbrick before
testing. The absorption for each individual bricks shall not exceed 25 percent.
54.7. The brick tiles when tested in accordance with I.S. 1077-1976, the rate of efflorescence shall not'bemore than
"Slightly effloresced"
M-55. White glazed tiles
55.1. The tiles shall be of best quality as approved by the Engineer-in-charge. They shall be flat and true
to shape They shall he fee from cracks, crazing sports chipper) edges and corners. The glazing shall be of
55.2. The tiles shall be nominal size of 150 mm x 150 mm unless otherwise, specified. The maximumvariation the
stated sizes other than the thickness of tile shall be plus or minus 1.5 mm. The thickness of
tile snail be 6 mm. Except as above the tiles shall conform to I.S. 1977-19/0
M-56. Galavanised from pipes and fittings
56.1. Galavanised iron pipes shall be of the medium type and or required diameter and shall comply with
I.S. 1239-1979. The specified diameter of the pipes shall refer to the inside diameter of the bore. Clamps,screw and all
galvanised iron fittings shall be of the standard ' R ' or equivalent make
M-57. Bib cock and stop cock
57.1. A bib cock is a draw off tap with a horizontal inlet and free outlet A stop cock is a valve with suitablemeans of
connection for insertion in a pipe line for controlling or stopping the flow
57.2. They shall be of screw down type and or brass chromium plated and of diameter as specified in thedescription of
the item. They shall conform to I S. 781-1977 and they shall be of best Indian make. Theyshall be polished bright.
M-58. Gun metal wheel valve
58.1. The gun metal wheel valve shall be of approved quality. These shall be of gun metal fitted with wheeland shall be
of gate valve opening full way and of the size specified. These shall conform to I.S. 778-1971.
M-59. White glazed porcelain wash basin
59.1. Wash basin shall be of white porcelain first quality best Indian make and it shall conform to I.S.2556 (Part -IV)-
1972 and I.S. 771-1979. The size of the wash basin shall be as specified in item. Wash basin shall be ofone piece
construction with continued over flow arrangements All internal angles shall be designed so as tofacilitate cleaning.
Wash basin shall have single tap hole as specified. Each basin shall have a circularwaste hole which is either riveted or
beveled internally with 65 mm. diameter at top and 10 mm. depth tosuit the waste fitting. The necessary stud slot to
receive the bracket on the under side of the basin shall beprovided Basin shall have an internal soap holder which
shall fully drain into the bowl.
59.2. White glazed pedestal of the quality and colour as that the basin shall be provided where specified inthe item. It
shall be completely recessed at the back for reception of supply and wash pipe. It shall be
capable of supporting the basin rigidly and adequately and shall be so designed as to make the height fromthe floor the
floor to top of the rim of basin 750 rnrn. to 800 mm. as directed.
M-60. European type water closet/with low flushing
60.1. The European type water closet shall be white glazed porcelain first quality and shall be of washdown type
conforming to I.S. 2556-1973 and I.S. 771-1979
60.2. 'S' trap shall be provided as required with water seal not than 50 mm. The solid plastic seat andcover shall be of
best Indian make conforming to I.S 2548-1980. They shall be made of moulded synthetic
materials which shall be tough and hard with high resistance to solvents and shall be free from blisters andsurface
defects and shall have chromium plated brass hinges and rubber buffer of suitable size.
M-61. Orrissa type water closet
61.1. The Specification of Orrissa type white glazed water closet of first quality shall conform to I.S.
(Part-III)-1981 and relevant specification of Indian type water closet except that pan will be with the integralsquatting
pan of size 580 mm x 400 mm with raised footrest.
M-62. Indian type water closet
62.1. The Indian type white glazed water closet of first quality shall be of size as specified in the item and
conforming to I.S. 771-1979 and I.S. 2556 – (Part-II) 1981. Each pan shall have integral flushing. It shall
also have an inlet at black an or front for connecting flush pipes as directed. The inside of the bottom of thepan shall
have sufficient slope from the front towards the outlet and surface shall be uniform and smooth.Pan shall be provided
with 100 mm. diameter 'P' or 's' trap with approximately 50 mm. Water seal and 50mm. diameter vent horn.
M-62. A. Foot Rests
62.A.1. A pair of whit glazed earthen ware rectangular foot to minimum size 250 mm.x 130 mm. x 20 mm
shall be provided with the water closet.
M-63. Glazed Earthen Ware Sink
63.1. The glazed earthen-ware sink shall be of specified size, colour and quality. They sink shall conform,to I.S.
part – lI – 1979. The brackets for sinks shall conform to I.S 775-1970
63.2. The pipes shall conform to I.S. 1239-part-l 1973 and I.S. 404-1962. for steel and lead pipesrespectively. 32 mm.
brass waste coupling of standard pattern with brass chain and rubble plug shall be
provided with sink.
M-64. Glazed earthen-ware Lipped type flat back urinal/corner type urinal
64.1. The lipped type urinal shall be fiat back or corner type as specified in the item and shall conform toI.S 771-1979.
It shall be of best Indian make and size as specified and approved by the Engineer-in-charge.The flat back of corner
type urinal must be of 1st quality free from any defects, cracks etc.
M-65. Low level Enamel flushing tank
65.1. The low level enamel flushing tank shall be of 15 liters capacity. It shall conform of I S 774-1971.The flushing
cistern shall be of best quality and free from any defects. The flushing tank shall have outlet32 mm. diameter. The
outlet shall be connected with W.C. pan by lead pipe or P.V.C. pipe as specified. Theflushing tank shall be provided
with inlet and outlet for fixing G.I. inlet pipes and over-flow pipes. Theflushing cistern shall be provided with chromium
plated handle for flushing The flushing tank shall beprovided with bracket of cast iron so that it can be fixed on wall at
specified height. The brackets shallconform to I.S. 775-1970.
M-66. Cast iron flushing cistern.
66.1. The cast iron flushing cistern shall be of 15 liters capacity. It shall conform to I.S. 774-1971. Theflushing cistern
shall be of best quality free from any defects. The flushing cistern shall have outlet of 32mm diameter. The lead pipe
shall conform to I.S 404 (Part-l) - 1962; For fixing G.I. inlet pipes and overflowpipe 20 mm. dia. inlet and outlet shall be
provided The flushing cistern shall be provided with galvanized iron chain and pull of sufficient length and shall be got
approved from the Engineer-in-charge. The castiron flushing cistern shall be painted with one coat of anticorrosive
paint and two coats of paints Theflushing cistern shall be fixed on two C I brackets The C [.brackets shall conform to I
M-67. Flush cock.
67.1. Half turn flush cock (Heavy weight) shall be of gun metal chromium plated of diameter as specifiedin the
description of the item. The flush cock shall conform to relevant Indian Standard.
M-68. Cast iron pipes and fittings.
68.1. All soil water, vent and anti syphonage pipes and fitting shall conform to I S.1729-1964. The pipes'shall have
spigot and socket ends with head on spigot end. The pipes and fitting shall be true to shapesmooth, cylindrical, their
inner and outer surfaces being as nearly as' practicable concentric. They shall besound and nicely cast and shall be
free from cracks, laps, pinholes or there imperfection and shall be neatlydressed and carefully fettled.
68.2. The end of pipes and fittings shall be reasonable square to their axis.
68.3. The sand of cast iron pipes shall be of the diameter as specified in the description and shall be inlengths of
M., 1.8 M. including socket ends of the pipe unless shorter lengths are either specified orrequired at junctions etc. The
pipes and fittings shall be supplied without ears unless specified or directed
M-69. Nahni Trap
69.1. Nahni trap shall be of cast iron and shall be sound and free from porosity or other defects whichaffect
serviceability The thickness of the base metal shall not be less than 6.5 mm The surface shall besmooth and free .form
craze, chips and other flaws or any other kind of defects which affect serviceability
The size of nahni trap shall be specified and shall be of self cleaning design.
69.2. The Nahni trap shall be of-quality approved by the Engineer-in-charge and shall generally conform
to the relevant Indian Standards.
69.3. The Nahni trap provide shall be with deep seal, minimum 50 mm. except at places where trap with
deep seal cannot be accommodated. The cover shall be cast iron perforated cover shall be provided on the
trap of appropriate size.
M-70. Gully Trap
70.1. Gully trap shall conform to I.S. 651-1980. If shall be some, free .from defects such as fire-cracks or
hair cracks. The glaze of the traps shall be free from crazing. They shall give a sharp clear note when struckwith light
hammer. There shall be no broken blisters.
70.2. The size of the gully trap shall be as specified in the item.
70.3. Each gully trap shall have one C.I. grating of square size corresponding to the dimensions, of inlet ofgully trap. It
will also have a water tight C.I. cover with frame inside dimensions 300 mm. x 300 mm. thecover with frame inside
dimensions 300 mm. x 300 mm. the cover and weighing not less than 4.53 Kg. andthe frame not less than 2.72 Kg.
The grating cover and frame shall be of sound and good casting and shallhave truly square machined seating faces.
M 71. Glazed Stone Ware pipe And Fittings
71.1. The pipes and fittings shall be of best quality as approved, by the Engineer-m-charge. The pipe shallbe of best
quality manufactured from stone- ware of fire clay, salt glazed thoroughly burnt through thewhole thickness, of a
close, even texture, free from air blows, fire blisters, cracks and other imperfections,
which affect the serviceability. The inner and outer surfaces shall be smooth and perfectly glazed. The pipeshall be
capable to withstand pressures or 1.5 M lead without showing sign of leakage. The thickness of thewall shall not be
less than 1/12th of the internal dia. The depth of socket shall not be less than 38 mm. Thesocket shall be sufficiently
large to allow a joint of 6 mm. around the pipe.
71.2. The pipes shall generally conform to relevant I S 651-1980.
M-72. Wall Peg Rail
72.1. The aluminum wall peg rail shall have three aluminum pegs approved quality and size. It shall befixed on
teakwood plank of size 450 mm x 75 mm x 20 mm. The teakwood shall be French polished or oilpainted as specified.
M-73. G.I. Water Spot
73.1. The G.I. pipes of 40 mm dia shall be of medium quality and specials shall be of 'R' brand orequivalent brand of
best approved quality
73.2. The pipe shall have length as required for the thickness of will in which it is fixed and at outsideend tee bend cut
at half the length shall be provided and at other end coupling shall be provided to havebetter fixing. The water spout
shall be provided as per detailed drawing or as directed
M-74. Asbestos Cement pipe (A.C. pipe)
74.1. The asbestos cement pipe of diameter as specified in the description of the item shall conform toI.S. 1626-1980.
Special like bends, shoes, cowls, etc. shall conform to relevant Indian Standards Theintent of pipe shall have is smooth
finish, regular surface and regular internal diameter. The tolerance in
all dimensions shall be as I.S. 1626-part-I-1980.
M-75. Crydon Ball valve
75.1. Mall valve of screwed type including polythene float and necessary level etc shall be of the size as
mentioned in the description of item and shall conform to I.S 1703-1977
M-76. Bitumen Felt For Water proofing And Damp Proofing
76.1. Bitumen felt shall be on the fiber bases and shall be of type 2, self finished felt grade-2 and shall
conform to I.S. 1322-1970
M-77. Selected Earth
77.1. The selected earth shall be that obtained from excavated material or shall have to be brought fromoutside as
indicated in the items If item does not indicate anything the selected earth shall have to bebrought from outside.
77.2. The selected earth shall be good yellow soil and shall be got approved from the Engineer-in-charge.In no case
black cotton soil or similar expansive and shrinkable soil shall be used. It shall be clean andfree from all rubbish and
perishable materials, stones or brick bats. The clods shall be broken to a size of
50 mm or less. Contractor shall make his own arrangement at his own cost for land for borrowing selected
earth. The stacking of material shall be done as directed by the Engineer-in-charge in such a way not tointerfere with
any construction all activities and in proper stacks.
77.3. When excavated material is to be used only selected stuff got approved from the Engineer-inchargeshall be used.
It shall be stacked separately and shall, comply with all the requirements of selectedearth mentioned above
M-78. Barbed Wire
78.1. The barbed wire shall he of galvanised steel and it shall generally conform to I.S. 278-1978. Thebarbed wire shall
be of types-I whose nominal diameter for line wire shall be 2.5 mm. and point wire 2
mm. The nominal distance between two barbs shall be 75 mm unless otherwise specified in the item. The
bribed wire shall be formed by twisting together two tine wires. One containing the barbs. The size of the
line and point wires and barb spacing shall be as specified above. The permissible deviation from thenominal diameter
of the line wire and point wire shall not exceed + 0.08 mm
78.2. The barbs shall carry four points and shall be formed by twisting two point wires, each two turnstightly round
one line wire making altogether four complete turns. The bards shall have a length of notless than 13 mm and not
more than 18 mm. The point shall be sharp and cut at an angle not greater than
35 degree of the axis of the wire forming the barbs.
78.3. The line and point wires shall be circular in section, free from scale and other defects and shall beuniformly
galvanized. The line wire shall be in continuous length and shall not contain any welds otherthan those in the rod
before it is drawn. The distance between two successive splices shall not be lessthan 15 meters.
78.4. The lengths per 100 Kg. of barbed wire I.S. type I shall be as under:Nominal 1000 meter Minimum 934 meter
Maximum 1066 Meter.
LIST OF APPROVED MAKES OF MATERIAL
The following are approved brand makes/manufacture’s makes listed below. In case it is established that material as listed
below is not available in the market, approved equivalent material and finished of any other specialized brand names/
manufacturer’s makes may be used as per approval of EIC.
Material Tests: Material tests as required by the Engineer, if any, shall be carried out by the Contractor from the approved
laboratories and the tests reports shall be submitted in the required formats before use of such material. The Engineer shall
have the right to reject any material or work, if he finds that the quality of material used/intended to be used and work are
not satisfactory. The Contractor shall make good such defective material or the works at his own cost (within the contract
price) and without causing any delay to the completion time as specified in the TENDER. Before placing order, contractor
shall get approval of sample from EIC/ Architect.
List of approved make for Civil & Interior work
No Item Approved make
1 Cement Ambuja, Ultratech, JK Laxmi,ACC or approve by Architect/EIC
2 Sand Locally available & as approved sample
3 Aggregates Sevalia, or approved sample
4 Bricks as per approved sample by Client
5 Reinforcement bar Sail ,Tata, Rinl, Jindal , Vizag , GUJ NRE, Kamdhenu
6 Structural steel Sail ,Tata, Rinl, Jindal, Essar, Vizag
7 Anti-termite treatment K2, Pest control India, Bayer-Premise,Rallis India-Termex, Item Secure
8 Waterproofing compound K2, Pidilite, Sikka, Balendura, Fosroc, Kerakoll, BASF, Sunanda Chemical
9 Weather sealant Kerakoll, Down corning, Fosroc, Sikka, Dr. Fixit(Pidilite), Bostik, Wacker
10 Tile adhesive Saint gobain - Weber, Balendura ,Kerakoll, Pidilite , Roff , Myk Laticrete
11 Epoxy grouting Myk Laticrete, Dubond, Kerakoll, Bal Endura, Fosroc , Saint Gobain –Weber,
12 Paint Jotun, Asian, Berger,Nerolac, Indigo
13 Granite As per approved sample
14 Vitrified tiles Varmora, Sunheart, Nitco, Kajaria, Somany, Asian, Simpolo
15 Auto sensor Door Dorma, Geze
16 Glass door hardware & fittings Dorma, Geze,Haffle, Enox,Kitch
17 Glass Modiguard, Saint-Gobain, Asahi, HNG
18 Wood Teak, Sal sycamore, Merandi
19 Flush door Greenly-door, century- door, Archidply - door, Euro door, Nippon
20 Ply (BWP - IS 710 & BWR 303) Green ply, century ply, Euro ply, Nippon
21 Laminate Greenlam, Century, Merino, Euro, Royal touch, Formica,Nippon
22 Veneer Greenlam, Century ply, Euro ply, Timex,Natural Deco wood
23 Aluminum heavy duty section Jindal, Domal series, Hindalco, Banco, Gujarat Extrusion
24 Sanitary vessels Kohler, Jaquar, Hindware, Cera, Parryware , Johnson
25 Sanitary accessories Kohler, Jaquar, Hindware, Cera, Parryware, Johnson
26 Hand drayer Euronics ,Cera, Jaquar
27 Toilet Cubical Marino, Greenlam, Matalium, T-Line
28 CPVC &UPVC , PVC pipe Prince, Supreme, Astral, Finolex, Ashirvad flow guard,
29 Polycarbonate sheet Makrolon, Lexan, Bayer, Dunpalon, Sabic, Coxwell
30 Anchor fastener and bolts Hilti, Fischer
31 Gypsum board false ceiling Saint gobain, USG Boral, Ecotone, Hilux
32 Grid ceiling Aerolite, Saint gobain, Armstrong, Anutone
33 Accoustic Ceiling Armstrong ,Anutone , Aerolite, Saint gobain
33 Metal ceiling Metalium ,Supersill , USG Boral, Aerolite
34 ACP Aludecor, Alucobond, Alston, Alstrong, Eurobond , VIVA
35 Accoustic panelling Artois, Ecotone, Aerolite
36 Glass film 3M, Avery , Garvey,
37 Modular Glass Partition Sonic, Kubik, Otic, Ozone
38 Carpet flooring Unitex, Ecosoft,TarkettFlotex,
SolarbriteRosetta, DubondSorona
39 Wooden flooring Vista, Pergo , Armstrong, Mikasa, Ecosoft, Quick step
40 Roller blinds Vista, Hunterdouglas, Ferrari
41 Hardware & fittings Hettich, Haffle, Enox, Ebco, kitch
42 Aluminium profile handles & Olive, Hettich, Haffle, Enox, Ebco, kitch
43 Door hardware& accessories Geze ,Haffle, Enox, Dorma, Kitch, Ozone, kitch
44 PVC edge beading Rehau ,Dolken
45 Furniture Monarch, Amardeep , HOFF, Godrej , Wipro
46 Glass wool/ synthwool Rockwool, Twiga ,Acosonic
47 Compactor Kompress , Wipro , Godrej , HOFF
48 WPC / Composite Boards Greenlam, Century Ply, Merino, Floresta, Alstone, Ecoste, VIVA
49 Wooden Beading / Polish Finish Teak Wood with Melamine / PU Polish (Approved Make)
50 Artificial Stone / Solid Surface Neolith, DuPont Corian, LG Hi-Macs
51 Clear / Toughened Glass /
Saint-Gobain, Asahi, Modi Guard
52 Acrylic Texture / Paint Finish Asian Paints, Nerolac, Berger
53 D’Decor, Trident, Linen Club, Century Fabrics, Ganesh Fabrics, Bombay
Upholstery / Curtain / Fabric
54 Mattress / Pillow / Bed Sheet Sleepwell, Peps, Duroflex, Kurlon, Trident, Bombay Dyeing
55 Hinges / Locks / Handles /
Hettich, Godrej, Dorma
56 Drawer Channel Systems Hettich (InnoTech / Quadro / Quadro V6 Series)
57 PU Foam / Cushion Sleepwell, Duroflex, Kurlon
List of approved make for ELECTRICAL
SR. NO. MATERIAL DESCRIPTION MAKES OF COMPANY
HT PANELS,HT CABLES, TRANSFORMER & DG SET
1 HT VCB SEIMENS,ABB,L&T,CG,AREVA
2 HT CABLE HAVELLS,FINOLEX,TORRENT,POLYCAB
3 DRY TYPE TRANSFORMER KIRLOSKAR,ABB,T&R,CROMPTON,ELECTROTHERM,POWERLITE
4 DG SETS & AMF PANEL CUMMINS,KIRLOSKAR,STERLING,CATTERPILLAR
5 CABLE JOINT KIT RAYCHEM,DENSON,M-SEAL
LT PANELS,LT CABLES SWITCHGEAR & ACCESSORIES
1 ENCLOSURE MANUFACTURER ACTIVE ENGINEERS, AD ENTERPRISE, HITECH ENGINEERS.
2 MCB/ELCB/RCCB/ELMCB LEGRAND,SCHNEIDER,SEIMENS
3 MCCB/ACB LEGRAND,SCHNEIDER,SEIMENS
4 DISTRIBUTION BOX LEGRAND,SCHNEIDER,SEIMENS
5 CHANGEOVER SWITCH HH ELECON,L&T, HPL,C&S
6 CAPACITOR L&T, EPCOS,CONZERV,DATAR,POWERMATRIX
7 PUSH BUTTON SIEMENS,L&T,SCHNEIDER
8 INDICATING LIGHT SIEMENS,L&T,SCHNEIDER
9 TIMERS L&T,SIEMENS,CONZERV
10 SELECTOR SWITCH L&T,SEIMENS,KAYCEE
11 AUTOMATIC TRANSFER SWITCH L&T,HPL,CUMMINS,HAVELLS
12 CTs KAPPA,L&T,AREVA,MAXWELL
13 PTs KAPPA,L&T,AREVA,MAXWELL
14 CONNECTORS L&T, SCHINDER,SEIMENS
15 PROTECTION RELAY AREVA,L&T,SEIMENS
16 ANALOG/DIGITAL METER/LOAD CONSERV,L&T,SCHNEIDER/HPL
17 IRON CLAD SWITCH WITH REWIREABLE KEW, TRISHUL,SUPER
18 METALCLAD SWITCH WITH REWIREABLE HAVELLS, KEW,INDOASIAN
19 MAIN LT CABLE FINOLEX, POLYCAB, RR KABEL, ADCAB
20 CABLE GLANDS COMET, HMI, DOWELLS, SIEMENS,CROMPTON,HEX
21 CABLE LUGS DOWELLS,JOHNSON,HEX
22 BUSDUCT SCHNEIDER,SEIMENS,LEGRAND
INTERNAL WIRING, FIXTURES & ACCESSORIES
SR. NO. MATERIAL DESCRIPTION MAKES OF COMPANY
23 RIGID FR PVC CONDUIT NIHIR,PRECISION,POLYCAB,BEC
24 ACCESSORIES OF CONDUIT NIHIR,PRECISION,POLYCAB,BEC
25 COPPER FLEXIBLE WIRES FINOLEX, POLYCAB, RR KABEL, ADCAB
26 TISSINO TYPE SWITCHES & SOCKETS POINTER-TRUMP, SSK-TOPLINE PC, ANCHOR-PENTA CHEERY
27 MODULAR TYPE SWITCHES & SOCKETS LEGRAND-MYRIUS, MK-WRAP ROUND, HAVELLS-CRABTREE-ATHENA
28 PVC TAPE STEEL GRIP,ANCHOR
29 M.S. CONDUIT BEC,AKG,STEEL CRAFT
30 LIGHT FIXTURES & LAMPS LIGHTING TECHNOLOGIES , TISVA , OSRAM PHILLIPS, ,NIRVANA, XAL
31 CEILING FAN & EXHAUST FAN USHA,CG,ORIENT,HAVELLS
32 CALL BELL ANCHOR/ORPAT/MAX
33 WATER COOLER VOLTAS,USHA,BLUESTAR
CABLE TRAY, RACEWAY & ACCESSORIES
34 CABLE TRAY INDIANA,RUSHABH,PROFAB
35 ALUMINIUM FLOOR RACEWAY MK OR APPROVED BY CONSULTANTS
36 GI FLOOR RACEWAY MK OR APPROVED BY CONSULTANTS
37 PVC WALL RACEWAY MK, PROFAB,LEGRAND
38 UPS NUMERIC,EATON,APC
39 INVERTER SUVIK,SUKAM,MEGATECH
40 SMF BATTERY PANASONIC,EXIDE,GLOBAL (YUASA)
41 RACK FABRICATED
42 PV CELLS TATA POWER SOLAR, POWERTRAC SOLAR, SIVAM PHOTOVOLTAIC
STREETLIGHT POLES & ACCESSORIES
43 GI POLES FABRICATED OR AS PER APPROVED BRAND OF FIXTURES
44 HIGH MAST POLES CG OR AS APPROVED BY CONSULTANTS
45 SMC PRESS MOULDED JUNCTION BOX SYNTEX OR AS APPROVED BY CONSULTANTS
LIGHTNING PROTECTION & EARTHING SYSTEM
46 AIR TERMINAL MAP, LPI, INDESCO
47 SUPPORTING GAYED MAST MAP, LPI, INDESCO
48 LIGHTNING STROKE RECORDER MAP, LPI, INDESCO
49 COPPER BONDED ROD & CHEMICAL MAP, LPI, INDESCO
50 ELECTROLYTIC/CHEMICAL EARTHING KIT RESLO, GALAXY EARTHING
ELV SYSTEM & ACCESSORIES
51 FIRE ALARM PANEL & DISPLAY PANEL EDWARDS, ESSER, MORLEY
52 CONVENTIONAL FIRE ALARM PANEL EDWARDS, ESSER, MORLEY
53 REPEATER PANEL EDWARDS, ESSER, MORLEY
SR. NO. MATERIAL DESCRIPTION MAKES OF COMPANY
54 ADDRESSABLE & CONVENTIONAL SMOKE EDWARDS, ESSER, MORLEY
55 INTELLIGENT SMOKE & HEAT DETECTORS EDWARDS, ESSER, MORLEY
56 ADDRESSABLE & CONVENTIONAL HEAT EDWARDS, ESSER, MORLEY
57 ADDRESSABLE & CONVENTIONAL BEAM EDWARDS, ESSER, MORLEY
58 FAULT ISOLATOR EDWARDS, ESSER, MORLEY
59 RESPONSE INDICATOR EDWARDS, ESSER, MORLEY
60 MANUAL CALL POINT EDWARDS, ESSER, MORLEY
61 ADDRESSABLE HOOTER EDWARDS, ESSER, MORLEY
62 FIRE CABLE RRCABLE, FINOLEX,DELTON,POLYCAB
63 RJ-45 SOCKET OUTLET (COMPUTER & LEGRAND-MYRIUS, MK-WRAP ROUND, HAVELLS-CRABTREE-ATHENA
64 RJ-11 TELEPHONE SOCKET LEGRAND-MYRIUS, MK-WRAP ROUND, HAVELLS-CRABTREE-ATHENA
65 CAT-6 CABLE TYCO ELE(AMP), SCHINDER ELE.(DIGILINK), R&M,SYSTIMAX,MOLEX
66 CAT-6E CABLE TYCO ELE(AMP), SCHINDER ELE.(DIGILINK), R&M,SYSTIMAX,MOLEX
67 TELEPHONE TAG BOX KRONE
68 TELEPHONE PAIR WIRE RRCABLE, FINOLEX,DELTON,POLYCAB
69 EPABX AVAYA, NEC, SEIMENS, CISCO
70 NETWORK SWITCH COMNET,CISCO,HP, MATRIX, AX, PANDUIT, LEVETON, PLEXONICSAX
71 ETHERNET SWITCH COMNET,CISCO,HP, MATRIX, AX, PANDUIT, LEVETON, PLEXONICSAX
72 PATCH CORDS COMNET,CISCO,HP, MATRIX, AX, PANDUIT, LEVETON, PLEXONICSAX
73 U RACKS VERO PRESIDENT,VALRACK,SPIDER, ELIXER
74 PUSH BUTTON PHONE BEETET, NEC, EUROSET
75 PROGRAM PHONE NEC, AVAYA, CISCO
76 POP UP BOX AUDIOTECH, SAI, KRAMER
77 MULTICHANNEL POWER AMPLIFIER CROWN, TOA, BAHRINGER, CAMCO, LAB GROUPEN
78 DIGITAL MIXER TOA, SENNHEISER, SHURE, BEHRINGER
79 CEILING SPEAKER TOA, JBL, NEXO, TANNOY
80 MICROPHONES SHURE, BEHRINGER, SENNHISER, TOA
81 SPLITTER AUDIOTECH, GOTHAM, KRAMER, ATLONA
82 DE-EMBEDDER AUDIOTECH, GOTHAM, KRAMER, ATLONA
83 VIA COLLEGE PROCESSOR AUDIOTECH, GOTHAM, KRAMER, ATLONA, CHRISTIE
84 SONY ANYCAST SONY OR AS APPROVED BY CONSULTANTS
85 VOICE EVACUATION AMPLIFIER TOA, CROWN, QSC, BIAMP
86 VOLUME CONTROLLER AUDIOTECH, TOA, AUDIOPOWER
87 DVD PLAYER PHILIPS, MAHARNTZ, PIONEER
88 SPEAKER CABLE AUDIOTECH, GOTHAM, KRAMER, KLOTZ
SR. NO. MATERIAL DESCRIPTION MAKES OF COMPANY
89 SYSTEM RACK ELIXIR, AUDIOTECH, PRESIDENT
90 LED DISPLAY SAMSUNG, PANASONIC, CHRISTIE
91 SOFTWARE FOR DIGITAL SINAGE WALL FLOWER, CINESINAGE, KRAMER
92 WI-FI ROUTER RUCKUS, ASECURE
93 HDMI CABLE GOTHAM, KRAMER, KLOTZ, AUDIOTECH MX
94 CCTV CAMERA HONEYWELL, PELCO, BOSCH, SONY
95 NETWORK VIDEO RECORDER HONEYWELL, PELCO, BOSCH, SONY
96 HARD DRIVE (RAM, RAID) SEAGATE, SONY, SAMSUNG
97 SOFTWARE LICENSE HONEYWELL, PELCO, BOSCH, SONY
98 NETOWRK CONTROLLER HONEYWELL, PELCO, BOSCH, SONY
99 LED TV DISPLAY SAMSUNG, SONY, PANASONIC
100 SPEAKER CABLE RRCABLE, FINOLEX,DELTON,POLYCAB
101 BIOMETRIC SYSTEM FINGERTEC, HID, BIOSCRIPT
HYDRANT SYSTEMS: -
SR. No. Details of Materials / Equipment Manufacturer’s Name
1. C.I. (L.A.) Pipes Electro Steel Culcutta, IISCO, Kesoram Calcutta
2. G.I. / M.S. Pipes (IS : 1239 / IS : 3589) Tata Steel, Jindal (Hissar)
3. D.I Pipes Lanco-Kalahasti
3. Standard M.S. Fittings Seamless Fittings
4. Forged Steel Fittings Die-cast/Forged
Gun Metal / Forged Brass Valve
5. Honey well, RB, Sant, Zoloto,
(Gate /Ball valve)
6. CI Sluice Valve Kirloskar, Indian Valve Company
6a Deluge valve Advance, Honey well
7. Butterfly Valve Honey well, Audco KSB,IntervalveJashiwa,Belimo Sant
Advance, KSB,IntervalveJashiwa,Belimo IVI Sant,
8 Check Valve&Non return valve
Adance,Adco,Saint
9. Pot Strainer Emerald, Sant
10. MH Cover & Frame NECO, Raj Iron Foundry Agra
11. Paints Asian Paints, Rajdoot, Shalimar Paints
Grundfos,HBD,ITT,Kirloskar,KSB,
12. Fire / Sprinkler Main Pump / Jockey
Mather & Platt India Limited.
13. Diesel Engine Cummins, KOEL, Greaves
14. Motor ABB, Siemens or OEM, Kirloskar
15. Mechanical Seal Burgmann
16. Couplings Lovejoy
17. Anti Vibration Mounting Kanwal Industrial Corporation, Dunlop, Resistroflex
18. Pressure Switch System Sensor, Indfoss
Pressure Gauge (PSI, 4” dial, S.S. bourden tube -
19. Waaree, H Guru, Fiebig
Glycerinefilled )
20. Double / Single Headed Landing Valve Shah Bhogilal, Minimax, New Age, Safeguard
21. Fire Hose & cabinet (Canvas – Anti Fungal) New Age, Jayashree
22. First Aid Hose Reel (20mm Rubber Hose) New Age, Eversafe
23. Gun Metal Brach Pipe (As per IS) Shah Bhogilal, Minimax, New Age
24. Fireman Axe Minimax, New Age, Safeguard, Shah Bhogilal.
25. Installation Control Valve CD, HD, Tyco, Viking
26. Sprinkler Heads/rosette Spray Safe, Gem, Tyco, Viking
Alert – Tyco Ansul,Eversafe, Safex, Minimax
Fire Extinguishers
27. Ansul,Integrated Fire Protection
Fire Extinguishers (Clean Agent)
(IFP India),Ceasefire
Water Flow Switch
28. System Sensor, Spray Safe, Rapid Control, Honeywell
29. Pipe Protection wrapping Pypkote (IWL), Coatek (Rustech)
30. Electronic Level Indicator Autopump, Minilec, Pumptcol
31. Welding Rods Ador, ESAB, COSMOS
Hilti, Fischer, Forbes Masshal HD,kidde
Pressure Relief valve (Window/Water curtain nozzle)
Zeneith, SGM, New Electricals, PopularSwitchgear,
39. Motor Control Centre
Arrow Engineering
Schneider Electric (MG), GE Power controls, Hager ( L&
40. Air Circuit Breaker ( 3/4 Pole )
T), MDS Legrand, Siemens
41. Motor Siemens, ABB, Grundfoss, Bharat Bijlee, ABB, Kirloskar
42. Soft Starter Allen Bradley, Crompton
43. Variable Speed Drives Danfoss, Siemens, ABB
Schneider Electric (MG), Asea Brown Boveri, Larsen &
45. Moulded Case Circuit Breaker (MCCB)
Toubro (D-Sine), GE Power Controls (Record),Siemens
Schneider Electric (MG), Siemens, GE Power Controls,
46. Miniature Circuit Breaker (MCB)
ABB, Hager (L & T)
Schneider Electric (Telemechanique), Asea Brown
47. Overload relays with built in Single Phase Preventer
Boveri, Larsen & Toubro, GE Power Controls, Siemens
Automatic Electric, Indcoil, Pragati, Gilbert & Maxwell,
48. Current Transformer (Epoxy Cast Resin)
Meher (Larsen & Toubro), GE Power Controls, Siemens
49. Power Capacitor
Automatic Power Factor Correction Relay Alstom, Bleuk (Germany), Enercon System Pvt. Ltd.,
(Numeric Type) Larsen & Toubro,
51. Protection Relay
a. Numeric Type Alstom, Asea Brown Boveri, Siemens, Easun, Reyrolle
b. Electromagnetic Type Alstom, EasunReyrolle
52. Switch Fuse Unit, HRC Fuse Larsen & Toubro, GE Power Controls, Siemens
53. Rotary Switch Larsen & Toubro, GE Power Controls, Siemens
Larsen & Toubro, GE Power Control, Siemens, Bhartia
54. Timer Delay Relay
Schneider Electric (Telemechanique), Larsen & Toubro,
GE Power Control, Siemens
56. Selector Switch, Toggle switch Salzer (Larsen & Toubro), Kaycee
57. Change Over Switch HPL – Socomec, Larsen & Toubro, H HElcon
58. Ammeter and Voltmeter Automatic Electric, Rishabh (L& T), Nippen
Electronic Digital Meters Enercon System Pvt. Ltd., CG Schlumberger
(A/V/PF/Hz/KW/KWH) with LED Display
Power Measurement, Enercon System Pvt. Ltd., CG
59. Static Power Meter & Logger (SPML)
Larsen & Toubro (ESBEE), GE Power Controls, Siemens,
60. Indicating Lamps LED type , Push Button
Vaishno Electricals, Schneider Electric(MG)
PVC insulated aluminium/copper conductor
Cable Corp. of India, Universal, Fort Gloster
61. armoured MV Cables (1100 V grade)
Polycab, Ravin Cables, Nicco Cables, RPG Cable,
PVC insulated copper conductor stranded flexible
Range A R R Kabel, Finolex
Range B National, Skyline, Anchor, Rajanigandha, Batra Henley,
63. Metallic Conduit BEC, AKG, Vimco
Sharma Sales Corporation
64. Accessories for Metallic Conduit Prakash Engineering Works
Super Sales Corporation
65. PVC Conduit & Accessoires Precision PPI (HMS), BEC, D Plast, Polypack
Cable Tray (Factory Fabricated)& Slottco, Profab Engineer, Hi-Reach, M M Enterprises,
Panel Manufacturer Asian, Arrow,SA,
LIST OF PREFERRED MAKES - HVAC SYSTEM
Sr. No. EQUIPMENT / ITEM LIST OF APPROVED MAKES
MITSUBISHI / DIAKIN / OGENERAL / HITACHI / MITSUBISHI HEAVY/
1 VRF / VRV SYSTEM
VOLTAS / BLUE STAR /
2 ELECTRICAL COMMUNINCATION CABLE POLYCAB / FINOLEX
3 REFRIGERANT GAS - R 410 DUPONT / HONEYWELL
4 UPVC PIPING PRINCE/SUPREME/ ASHIRWAD / EQ
CLOSED-CELL NITRILE RUBBER
6 ARMAFLEX / AFLEX/ KFLEX
7 ANCHOR FASTENER HILTI / FISHER / WROUTH
8 COPPER PIPING MANDEV / RAJCO / MAXFLOW
DETAILED TECHNICAL SPECIFICATIONS
Item No 1 :Demolition of brick work & stone masonry including stacking of serviceable materials
and disposal of unserviceable materials with all lead and lift (G+3). (III) In cement mortar.
1.0. Workmanship:
1.1. The demolition of brick work or stone masonsy of cement mortar shall consist of demolition of one or more
parts of the building as specified or shown in the drawings. Demolition implies taking up or down or breaking up.
This shall consist of demolishing whole or part of work including all relevant item as specified or shown in the
1.2. The demolition shall always be planned before hand and shall be done in reverse order of the one in which
the structure was constructed. This scheme shall be got approved from the Engineer- in-charge before starting
the work. This however will not absolve the Contractor from the responsibility of proper and safe demolition.
1.3. Necessary dropping, shoring and under pinning shall be provided for the safety of the adjoining work or
property, which is to be left intact, before dismantling and demolishing is taken up and the work shall be carried
out in such a way that no damages is caused to the adjoining property.
1.4. Wherever required, temporary enclosures or partitions shall also be provider. Necessary precautions shall be
taken to keep the dust nuisance down as and where necessary.
1.5. Dismantling shall be commenced in a systematic manner. All materials which are likely to be damaged by
dropping from a height or demolishing roof, masonry etc. shall be carefully dismantled first. The dismantled
articles shall be properly stacked as directed.
1.6. AH materials obtained from demolition shall be the property o. Government unless otherwise specified and
shall be kept in safe custody until handed over to the Engineer-in-charge.
1.7. Any serviceable materials, obtained during dismantling or demolition shall be separated out and stacked
properly as directed, with all lead and lift. All unserviceable materials, rubbish etc. shall be slacked as directed by
the Engineer-in- charge.
1.8. On completion of work, the site shall be cleared of all debris rubbish and cleaned as directed.
The item rates for the G+3 floor encompass all labor, tools and tackles, loading and unloading of materials,
provision of scaffolding, and site clearance upon completion of the work. All activities shall be executed strictly in
accordance with the approved drawings.
2.0. Mode of measurements & payment:
2.1. Measurements of all work except hidden work shall be taken before demolition or dismantling and no
allowance for increase in bulk shall be allowed. The demolition work shall be measured under this item.
Specification for deduction for voids, openings etc. shall be on same basis as that employed for construction of
2.2. All work shall be measured in decimal system as fixed in its place subject to the following limits, unless
otherwise slated hereinafter: (a) Dimensions shall be measured to the nearest 0.01 mt. (b) Area shall be worked
out to the nearest 0.01 sq. ml. (c) Cubical connection shall be worked out to the nearest 0.01 Cu. m.
2.3. The rate shall include cost of all labour involved and tools used in demolishing and dismantling including
scaffolding. The rate shall also include the charges far separating out and stacking the serviceable materials
properly and disposing the unserviceable materials with all lead and lift. The rate also includes for temporary
storing for the safety of the portion not required to be pulled down or of adjoining property and providing
temporary enclosures or partitions where considered necessary. the wall and independent piers of columns
of brick or stone masonry shall be measured in cubic metres. All copings, corbles, cornices and other projections
shall be included with the wall measurements.
2.4. In measuring thickness plastered walls, the thickness of plaster shall be included. The unserviceable
materials shall be disposed off with all lead and lift Ashlar face stones dressed stone etc. if required to be taken
down intact shall be dismantled and measured separately in cubic metres.
2.5. The rate is exclusive of cleaning of bricks or stones. Honey comb works or hollow block walling shall be
measured as solid.
2.6. The rate shall be for a unit of one cubic metre.
Item No 2 : Removing and scraping of old deteriorated plaster of any thickness from wall / R.C.C
member including stacking of serviceable material and disposal of unserviceable from site of work
with all lead and lift (G+3)
1.0. Workmanship
The old and deteriorated plaster shall be entirely removed down to the original masonry or R.C.C. surface using appropriate
hand tools (scrapers, chisels, hammers, etc.) without causing any damage to the underlying structure or substrate. All edges
of the removed plaster section shall be neatly finished and left vertical and/or horizontal, ready for the application of new
plaster. The surface, after removal of plaster, shall be thoroughly brushed clean of all loose material, dust, and debris. All
resulting debris and scraped material shall be immediately collected, sorted, and stacked. Unserviceable material shall be
disposed of completely from the site of work, encompassing all necessary horizontal distance (lead) and vertical movement
(lift) up to Ground plus three floors (G+3). Including Protection of surrounding area like floor, fixtures, window etc with
using PPE & safe handling of tools at heights. if required than lightly wet plaster before scarping for dust control.
The item rates for the G+3 floor encompass all labor, tools and tackles, loading and unloading of materials, provision of
scaffolding, and site clearance upon completion of the work. All activities shall be executed strictly in accordance with the
approved drawings.
2.0. Mode of Measurement and Payment
The removal and scraping of plaster shall be measured in Square Meters (Sqm), representing the net area of the wall or
R.C.C. member from which the plaster is stripped. No separate measurement or payment shall be made for the thickness of
the plaster, as the rate is inclusive of "any thickness." Measurement shall be taken from the actual dimensions of the
stripped area. No deduction shall be made for small openings, cornices, or features unless specified otherwise (e.g.,
openings exceeding 0.5 Sqm). The rate shall be comprehensive, covering the cost of all labour, tools, equipment, protection
(including scaffolding if required), and the entire cost of stacking and disposal of debris with all leads and lifts as specified
(G+3). The rate shall be for a unit of one Square Meter (1 Sqm).
Item No 3 : Dismantling tiled or stone floors / wall tiled any type of cladding material laid in mortar,
any type of flooring including stacking of serviceable materials and disposal of unserviceable
materials with all lead and lift (G+3).
1.0. Workmanship
1.1. The relevant specification of item No. 1 shall be followed except the dismantling of tiled or stone floors laid
on mortar shall be done. Dismantling implies carefully taking up or down or removing without ^damage. The
articles shall be passed by hand where necessary and lowered and where these are fixed by nail, screws, bolts
etc., these shall be taken out with proper tools.
The item rates for the G+3 floor encompass all labor, tools and tackles, loading and unloading of materials, provision of
scaffolding, and site clearance upon completion of the work. All activities shall be executed strictly in accordance with the
approved drawings.
2.0. Mode of measurements and payment
2.1. The supporting materials such as joints, beams if any etc. shall be measured separately. The relevant
specifications of item No. 1 shall be followed, The rate shall include staking the unserviceable materials as
directed with all lead and lift.
2.2. The late shall be for a unit of one sq. meter.
Item No 4 :Dismantling and removing existing ceiling and partition systems including any type of
asbestos hard board ceiling, false ceilings, partition walls, wooden trellis work, acoustic ceiling
panels, and supporting frames, at all heights and levels (up to G+3 floors). The work includes
careful removal without damage to adjoining structures, segregation and stacking of serviceable
materials as directed by the Engineer-in-Charge, and disposal of unserviceable materials to an
approved dumping site, with all lead, lift, labour, tools, tackles, and safety measures in place. The
work also includes cutting, unscrewing, unbolting, handling, lowering, and cleaning of the site after
dismantling. All activities must be carried out in strict compliance with environmental regulations,
and appropriate precautions must be taken for safe handling and disposal of asbestos-containing
materials, if encountered, as per applicable safety guidelines and statutory norms.
1. Workmanship:
Dismantling and removing (disposal) from campus existing ceiling and partition systems including any type of asbestos hard
board ceiling, false ceilings, partition walls, wooden trellis work, acoustic ceiling panels, and supporting frames, at all
heights and levels (up to G+3 floors). The work includes careful removal without damage to adjoining structures,
segregation and stacking of serviceable materials as directed by the Engineer-in-Charge, and disposal of unserviceable
materials to an approved dumping site, with all lead, lift, labour, tools, tackles, and safety measures in place. The work also
includes cutting, unscrewing, unbolting, handling, lowering, and cleaning of the site after dismantling. All activities must be
carried out in strict compliance with environmental regulations, and appropriate precautions must be taken for safe
handling and disposal of asbestos-containing materials, if encountered, as per applicable safety guidelines and statutory
norms. as per instruction of EIC. Work complete including all types of tools, tackles, labouretc complete at any level and
height. The item rates for the G+3 floor encompass all labor, tools and tackles, loading and unloading of materials, provision
of scaffolding, and site clearance upon completion of the work. All activities shall be executed strictly in accordance with the
approved drawings.
2. Measurements:
The rate shall be consolidated for all above items.
The rate shall include the cost of all labour, scaffolding, etc. to complete the whole work satisfactorily as
per instruction of EIC.
No extra payment will be given for any of the reasons.
The work done shall be measured in per Sq.Mtr. The rate shall be for a unit of one Sq.Mtr.
Item No 5: Dismantling doors, windows, ventilators, grill etc. (wood or steel) shutters including
chowkhats, architraves, holdfasts and other attachments etc complete and stacking them within all
lead and lift (G+3). (II) Any size and shape
1.0. Workmanship
The relevant specifications of item No. 1 shall be followed except that the door, windows, ventilators etc. (wood
or steel) shutters including chowkhats, architraves, hold fasts and other attachments etc. are to be dismantled.
The item rates for the G+3 floor encompass all labor, tools and tackles, loading and unloading of materials, provision of
scaffolding, and site clearance upon completion of the work. All activities shall be executed strictly in accordance with the
approved drawings.
2.0. Mode of measurements & payment
2.1. The relevant specifications of item No. 1 shall be followed.
2.2. The doors, windows, ventilator etc. not exceeding 3 sq. mt. in area (each) including shutters and
chowkhats. Architraves, hold fasts and other attachments to frames etc. will be dismantled and measured under
2.3. The rate includes stacking the serviceable materials as and where directed with all leads and lifts.
2.4. The rate shall be for a unit of One number.
Item No 6 :Remove of existing sanitary fittings &vessals like basin counter, wash basin, w.c. pan,
Indian and European type flushing tank , all type of cock, accessories, all pipe, terrace's services
pipeline etc. including stacking of the materials with all lead and lift. As per existing site conditions
work complete as per the instruction of EIC.
1. Workmanship:
Remove of existingsanitary fittings &vessals like basin counter, wash basin, W.C. pan, Indian and
European type flushing tank, all type of cock, accessories, all pipe, terrace's services pipeline, accessories
etc as per instruction of EIC. Work complete including all types of tools, tackles, labouretc complete at any
level and height.
The item rates for the G+3 floor encompass all labor, tools and tackles, loading and unloading of
materials, provision of scaffolding, and site clearance upon completion of the work. All activities shall be
executed strictly in accordance with the approved drawings.
2. Measurements:
The rate shall be consolidated for all above items.
The rate shall include the cost of all labour, scaffolding, etc. to complete the whole work satisfactorily as
per instruction of EIC.
No extra payment will be given for any of the reasons.
The work done shall be measured in per toilet. The rate shall be for a unit of one Toilet.
Item No : 7 Dismentaling of sheet roofing including ridges, Hips, Valleys, Gutters etc. stacking of
serviceable materilas and disposal of unserviceable materials with all lead and lift as per the
instruction of EIC..(ii) Any type of sheet sheet roofing
1.0. Workmanship:
1.1. The relevant specifications of item 1 shall be followed except that G.I. sheet roofing shall be dismantled
instead of concrete work.
The item rates for the G+3 floor encompass all labor, tools and tackles, loading and unloading of materials, provision of
scaffolding, and site clearance upon completion of the work. All activities shall be executed strictly in accordance with the
approved drawings.
2.0. Mode of measurements and payment
2.1. The area of G.I. sheets roofing shall be measured in sq. meter. Ridges, hips and valleys shall be girded and
included with roof area. Corrugated and semi-corrugated surfaces shall be measured flat and not girthed.
2.2. Supporting members such as rafters, purlins, beams, joints, trusses etc. shall be measured separately.
2.3. The rate shall include disposal of unserviceable materials with all leads and lifts and stacking the serviceable
materials as directed.
2.4. The rate shall be for a unit of one sq. meter.
Item No. 8: Demolition including stacking of serviceable materilas and disposal of unserviceable
materials with all lead and lift (G+3). (i) R.C.C. work
1.0. Workmanship
1.1. The relevant specifications of item 1 shall be followed except that demolition of R.C.C. work is to be done.
The item rates for the G+3 floor encompass all labor, tools and tackles, loading and unloading of materials, provision of
scaffolding, and site clearance upon completion of the work. All activities shall be executed strictly in accordance with the
approved drawings.
2.0. Mode of measurements and payment
2.1. The relevant specifications of item 1 shall be followed except that the demolition of reinforced concrete
structure is to be clone. The unserviceable materials shall be disposed of at all leads and lifts. The rate excludes
scraping straightening of reinforcement but includes cutting of reinforcement.
2.2. The rate shall be for a unit of one cubic meter.
Item No. 9 : Brick work using common burnt clay building bricks having crushing strength not less
than 35 kg./Sq.Cm. ypto two floor level in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(B)
Conventional with all lead and lift (G+3). Including scaffolding curing etc. complete.
1.0 Materials: Water shall conform to M-l. Cement shall conform to M-3. Sand shall conform to M-6. Brick shall
conform to M-15. Cement mortar shall conform to M-11.
2.0. Workmanship:
2.1. Proportion:
2.1.1. The proportion of the cement mortar shall be 1 : 6 (1 cement: 6 fine sand) by volume.
2.2. Wetting of bricks : 2.2.1. The bricks required for masonry shall be thoroughly wetted with clean water for
about two hours before use or as directed. The cessation of bubbles, when the bricks are welted with water is an
indication of through wetting of bricks.
2.3..I. Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks shall not be used except
when necessary to complete to bond; closers in such case shall be cut to required size and used near the ends of
2.3.2. A layer of mortar shall be spread on full width for suitable length of the lower course. Each brick shall first
be properly bedded and se: home by gently tapping with handle of trowel or wooden mallet. It side face shall be
flushed with mortar before the next brick is laid and pressed against it. On completion of course, the verticle
joints shall be fully filled from the top with mortar.
23.3. The walls shall be taken up truly in plumb. AH courses shall be laid truly horizonal and all vertical joint shall
be truly vertical. Vertical joints in alternate course shall generally be directly one over the other. The thickness of
brick course shall be kept uniform.
2.3.4. The brick shall be laid with frog upwards. A set of tools comprising of wooden straight edges, mason’s sprit
level, square half metre rub, and pins, string and plumb shall be kept on the site of work for frequent checking
during the progress of work.
2.3.5. Both the faces of walls of thickness greater than 23 cms. shall be kept in proper place. All the connected
brick work shall be kept not more than one metre over the rest of the work. Where this is not possible, the work
shall be raked back according to bond (and not left toothed) at an angle not steeper than 45 degrees.
23.6. All fixtures, pipes, outlets of water, hold fasts of doors and windows etc. which are required to be built in
wall shall be embedded in cement mortar.
2.4.1. Bricks shall be so laid that all joints arc quite flush with mortar. Thickness of joins shall not exceed 12 mm.
The face joints shall be raked out as directed by taking tools daily during the progress of work, when the mortar
is still green so as to provide key for plaster or pointing to done.
2.4.2. The face of brick shall be cleaned the very day on which the brick work is laid and all mortar dropping
2.5. Curing. 2.5.1. Green work shall be protected from rain suitably. Masonry work shall be kept moist on all the
faces for a period of seven days. The top of masonry work shall be kept well welted at the close of the day.
2.5. Preparation of foundation bed : 2.6.1. If the foundation is to be laid directly on the excavated bed, the bed
shall be levelled, cleared of all loose materials, cleaned and wetted before starting masonry. If masonry is to be
laid on concrete footing, the top of concrete shall be cleaned and moistened. The contractor shall obtain the
engineer’s approval for the foundation bed, before foundation masonry is started. When puccas flooring is to be
provided flush with the top to plinth, the inside plinth offset shall be kept lower than the outside plinth top by the
thickness of the flooring.
The item rates for the G+3 floor encompass all labor, tools and tackles, loading and unloading of materials, provision of
scaffolding, and site clearance upon completion of the work. All activities shall be executed strictly in accordance with the
approved drawings.
3.0. Mode of measurements and payment:
3.1. The measurements of this item shall be taken for the brick masonry fully completed in foundation upto
plinth. The limiting dimensions not exceeding those shown on the plans or as directed shall be final. Battered,
tappered and curved portions shall be measured net.
3.2. No deduction shall be made from the quantity of brick work, nor any extra payment made for embedding in
masonry or making holes in respect of following items :
(1) Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where cross sectional area
does not exceed 500 Sq.Cm.
(2) Openings not exceeding 1000 Sq. Cm.
(3) Wall plates and bed plates, bearing of slabs, chhajjas and the like whose thickness does not exceed 10 Cms.
and the bearing does not extend to the full thickness of wall.
(4) Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors, windows etc.
(5) Iron fixtures, pipes upto 300 mm. dia; hold fasts and doors and windows built into masonry and pipes etc. for
concealed wiring.
(6) Forming chases of section not exceeding 350 Sq. Cm. in masonry.
3.3. Apertures for fire places shall not be deducted nor shall extra labour required to make splaying of jambs,
throating and making Arches over the aperture be paid for separately.
3.4 The rate shall be for a unit of one cubic metre.
Item No. 10 : Providing and laying Half brick masonry 115 mm thick in common burnt clay building
bricks having crushing strength not less than 35 Kg. /Sq. Cm. in cement mortar 1:4 (1 cement:
coarse sand) in foundation and plinth as well as in superstructure - at all floor levels including
proper filling of all masonry joints, curing etc. complete. (II) Conventional with all lead and lift
(G+3). including scaffolding curing etc. complete.
1.0 Materials: All materials for construction shall conform to the following standards: Bricks shall be of M-15
grade, capable of withstanding 15 N/mm² compressive stress; water shall conform to M-1, being clean,
potable, and free from impurities; cement shall conform to M-3, typically ordinary Portland cement suitable for
masonry; sand shall conform to M-6, being well-graded, clean, and free from organic matter; and cement
mortar shall conform to M-11, with a cement-to-sand mix ratio of 1:4 by volume, providing adequate workability
and strength for masonry works.
2.0. Workmanship:
2.1. Relevant specifications of bricks, wetting and laying of bricks, joints, curing etc. shall conform to item No.
except the brick work of half bricks shall be carried out.
2.2. Cement mortar used in masonry work shall be in proportion of 1 part of cement and 4 parts of sand by
2.3. All bricks shall be laid strecher wise, breaking joints with those in the under and lower courses. The wall shall
be taken truly plumb. All courses shall be laid truly horizontal and all vertical joints shall be truly vertical. The
bricks shall be laid with frogs upwards. A set of masons tools shall be maintained on work as required for Sequent
The item rates for the G+3 floor encompass all labor, tools and tackles, loading and unloading of materials, provision of
scaffolding, and site clearance upon completion of the work. All activities shall be executed strictly in accordance with the
approved drawings.
3.0 Mode of measurement and payment.
3.1. The half brick masonry work in foundation and plinth shall be measured under this item, the limiting
dimensions shall not exceed those shown in the plan or as directed. Any work done extra over the specified
dimensions shall fee ignored.
3.2. The relevant specifications of item No. 9 shall be followed. The length shall be measured nearest to one Cm.
3.3. The rate shall be for a unit of sq. metre.
Item No. 11 : Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single
or half brick walls for interior plastering G+3 building upto all level/height and finished even and
smooth in (ii) Cement mortar 1:6 (1-cement :6-sand) including scaffolding curing etc. complete.
1.0. Materials: Water shall conform to M-1 standards, being clean, potable, and free from impurities. The
cement mortar shall be of 1:6 cement-to-sand proportion and shall conform to M-13, ensuring adequate
workability and strength for plaster works.
2.0. Workmanship:
2.1. Scaffolding : Wooden ballies, bamboos, planks, treaties and other scaffolding shall be sound. These shall be
properly examined before erection and use. Stage scaffolding shall be provided for ceiling plaster which shall be
independent of the walls.
2.2. Preparation of back-ground:
2.2.1. The surface shall be cleaned of all dust, loose mortar droppings, traces of algae, efflorescence and other
foreign matter by water or by brushing. Smooth surface shall be roughened by wire brushing if it is not hard and
by racking if it is hard. In case of concrete surface, if a chemical retarder has been applied to the form work, the
surface shall be roughened by wire brushing and all the resulting dust and loose particles cleaned off and care
shall be taken that none of the retarders is left on the surface. Trimming of projections on brick/concrete surface
where necessary shall be carried out to get an even surface.
2.2.2. Raking of joints in case of masonry where necessary shall -be allowed to dry out for sufficient period before
carrying out the plaster work.
2.2.3. The work shall not be soaked but only damped evenly before applying the plaster. If the surface becomes
dry such area shall be moistened again.
2.2.4. For external plaster, the plastering operation shall be started from top floor and carried downwards. For
internal plaster, the plastering operations may be started wherever the building frame and cladding work arc
ready and the temporary supporting ceiling resting on the wall of the floor have been removed. Ceiling plaster
shall be completed before starting plaster to walls.
The item rates for the G+3 floor encompass all labor, tools and tackles, loading and unloading of materials, provision of
scaffolding, and site clearance upon completion of the work. All activities shall be executed strictly in accordance with the
approved drawings.
2.3. Applications of plaster :
2.3.1. The plaster about 15 x 15 cms. shall be first applied horizontally and vertically al not more than 2 metres
intervals over the entire surface to serve as gauge. The surfaces of these gauges shall be truly inplane of the
finished plastered surface. The mortar shall then be applied in uniform surface slightly more than the specified
thickness, then brought to a true surface by working a wooden straight edge reaching across the gauges with
small upward and sideways movement at a time. Finally, the surface shall be finished off true with a trowel or
wooden float according as a smooth or a sandy granular texture is required.
Excessive trowelling or overworking the float shall be avoided. All comers, arrises, angles and junctions be truly
vertical or horizontal as the case may be and shall be carefully finished. Rounding or chamfering corners, arrises
junctions etc. shall be carried out with proper templates to the size requried.
23.2. Cement plaster shall be used within half an hour after addition of water. Any mortar or plaster which is
partially set shall be rejected and removed forthwith from the site.
2.3.3. In suspending the work at the end of the day, the plaster shall be left out clean to the line both horizontally
and vertically. When recommending the plaster, the edges of the old work shall be scraped clean and wetted with
cement putty before plaster is applied to the adjacent areas to enable the two to properly join together.
Plastering work shall be closed at the end of the day on the body of the wall arid nearer than 15 cm. to any
corners or arrises. Horizontal joints in plaster work shall not also occur on parapet tops and copings as these
invaiiably lead to leakage. No portion of the surface shall be left out initially to be packed up later on.
2.3.4. Each coat shall be kept damp continuously rill the next coat is applied or for a minimum period of 7 days.
Moistening shall commence as soon as plaster is hardened sufficiently. Soaking of walls shall be avoided and only
as much water as can be readily absorbed shall be used, excessive evaporation on the sunny or windward side of
building in hot air or dry weather shall be prevented by handing mattings or gunny bags on the outside of the
plaster and keeping them wet.
3.0. Mode of measurements & payment:
3.1. The rate shall include the cost of all materials, labour and scaffolding etc. involved in the operations
described under workmanship.
3.2. All plastering shall be measured in square metres unless, otherwise specified. Length, breadth or height shall
be measured correct to a centimetre.
3.3. Thickness of the plaster shall be exclusive of (he thickness of the key i.e. grooves or open joints in brick
work, stone work etc. or space between laths. Thickness of plaster shall be average thickness with minimum
15mm. at any point on this surface.
3.4. This item includes plastering upto floor two level.
3.5. The measurement of wall plastering shall be taken between the walls or partition (dimensions before
plastering being taken) for length and from the top of floor or skirting to ceiling for height. Depth of cover of
cornices if any shall be deducted.
3.6. Soffits of stairs shall be measured as plasterijng on ceilings. Flowing soffits shall be measured separately.
3.7. For jambs, soffits, sills etc. for openings not exceeding 0.5 sq. ml. each in area for ends of joits, beams,
posts, girders, steps, etc. not exceeding 0.5 sq. mt. each in area and for openings exceeding 0.5 sq. mt. and not
exceeding 3.00 sq. mt. in each area deductions and additions shall be made in the following manner:
(a) No deductions shall be made for ends of joints, beams, posts etc. and openings not exceeding 0.5 sq. mt.
each and no addition shall be made for reveals, jambs, soffits, sills etc. of these opening for finish to plaster
around ends of joints, beams posts etc.
(b) Deduction for openings exceeding 0.5 sq. mt. but not exceeding 3 sq. mt. each shall be made as follows and
no addition shall be made for reveals, jambs, soffits, sills etc. of these openings.
(i) When both faces of all wall are plastered with same plaster, deduction shall be made for one face only.
(ii) When two faces of wall are plastered with different types of plasters or if one, faces is plastered and the other
pointed, deductions shall be made from the plaster or pointing on the side of frame for door, window etc. on
which width of reveals is less than that on the other side but no deductions shall be made on the other side.
Where width of reveals on both faces of all are equal, deductions of 50% of area of opening on each face shall be
made from area of plaster and/or pointing as the case maybe.
3.8. For openings having door frames equal to projecting beyond the thickness of wall, full deduction for opening
shall be made from each plastered face of the wall.
3.9. In case of openings of area above 3 sq. mt. each, deduction shall be made for opening but jambs, soffits and
sills shall be measured.
3.10. The rate shall be for a unit of one sq. metre.
Item No. 12 : Do with above for finishing with a floating coat of neat cement slurry.
1.0. Materials & workmanship
1.1. The relevant specification of item No. 11 shall be followed for materials and workmanship except that this
work is only providing smooth cement finish with floating coat of neat
cement slurry 1.2. The coat of cement and fine sand mortar of proportion V1 (1 5 mm thick about) shall be
applied to the plastered surface with a trowel to provide uniform texture while the bas;. coat is still plastic.
1.3. In any continuous face of wall the finishing treatment should be carried out continuously and day lo day
breaks made to coincide with architectural breaks in order to avoid unsightly Junctions
1.4. Curing : All the plaster work shall be kept damp continuously for a period 7 days
The item rates for the G+3 floor encompass all labor, tools and tackles, loading and unloading of materials, provision of
scaffolding, and site clearance upon completion of the work. All activities shall be executed strictly in accordance with the
approved drawings.
2.0. Mode of measurements and payment
2 1. The payment shall be made for a unit of 1.0 sq. mt of work done over an above the finishing of work of base
2.2. The relevant specifications of item of base coat shall be followed for measurements and payment.
2.3. The rate shall be for a unit of One sq. meter.
Item No. 13 : Providing 10mm thick cement plaster in single coat on brick/concrete walls for
interior plastering G+3 building upto all level/height and finished even and smooth in (ii) Cement
mortar 1:4 (1-cement :4-sand) including scaffolding curing etc. complete.
1.0. Materials & Workmanship
1.1. The relevant specifications of item No. 11 shall be followed except that the proportion of
mortar is cement mortar 1:4.
The item rates for the G+3 floor encompass all labor, tools and tackles, loading and unloading of materials, provision of
scaffolding, and site clearance upon completion of the work. All activities shall be executed strictly in accordance with the
approved drawings.
2.0. Mode of measurements & payment
2.1. The mode of measurement and payment shall be followed same as item No. 17.58(1)
2.2. The rate shall be for a unit of one square meter.
Item No. 14 : Providing 20 mm thick double coat mala cement plaster on exterior brick / concrete
work for plastering comprising of base coat of 12 mm thick cement plaster in cement mortar (1
Cement : 4 coarse sand) in rough finishing and 8 mm thick top coat of cement mortar 1:1 (1 Cement
: 1 Coarse sand) G+3 building upto all level/height finished with trovel including scaffolding curing
1.0. Materials & Workmanship: 1.1. The relevant specifications of item No. 11 shall be followed except that
thickness of plaster shall be 20 mm. in C. M. 1 :
2.0. The item rates for the G+3 floor encompass all labor, tools and tackles, loading and unloading of
materials, provision of scaffolding, and site clearance upon completion of the work. All activities shall be
executed strictly in accordance with the approved drawings.
3.0. 2.0. Mode of measurements & payment
2.0. Mode of measurements & payment:
2.1. The relevant specifications of item No. 11 shall be followed.
2.2. The rate shall be for a unit of one sq. metre..Extra over if required for finishing with a floating coat of net
1.0. Materials & Workmanship:
1.1. The relevant specifications of item No. 11 shall be followed for materials and workmanship except that this
work is only of providing smooth cement finish with foloating coat of neat cement slurry.
1.2. The coat of cement and fine sand mortar of proportion 1:1 (1.5. rnm. thick about) shall be applied to the
plastered surface with a trowel to provide uniform texture while the base coast is still plastic.
1.3. In any continuous face of wall the finishing treatment should be carried out continuously and day to day
break made to coincide with architectural breaks in order to avoid unsightly junctions.
1.4. Curing : All the plaster work shall be kept damp continuously for a period of 7 days.
All item rates are for Ground plus + 3 floors (G+3) and include supply of materials, labor, tools and
tackles, loading, unloading, installation, scaffolding and site clearance after completion of work.
2.0. Mode of measurements & payment
2.0. Mode of measurements & payment:
2.1. The payment shall be made for a unit of 1.0 sq. mt. of work done over and above the finishing of work of
2.2. The-relevant specifications of item of base coat shall be followed for measurements and payment.
2.3. The rate shall be for a unit of one sq. metre.
Item No. 15 : Applying two coats of putty & two coats of primer of approved brand and manufacture
on new or old wall/ceiling surface to give an even shade including thoroughly brushing the surface
free from mortar dropping and other foreign matter and sand papered smooth. G+3 building upto
all level/height including scaffolding curing etc. complete. Make Putty: Asian paints acrylica wall
putty, Nerolac Wall Putty, ICI Dulux Acrylic Wall putty,Happy Wall Acrylic berger wall putty,Birla
White, JK Wall Putty,Asian Paints decoprime cement Primer, Nerolac cement primer, Lifemaster
Primer of ICI Dulux, Berger paint cement primer, Indigo.
1.0. Materials: 1.1. The putty shall be of as per item description and primer shall be of
Asian/ICI/Berger approved brand and manufacture.
1. Asian Paint: Acrylic wall Putty
2. Nerolac Paint: Nelolac Wall Putty
3. ICI Dulux (Akzo Nobel): ICI Dulux AcrylicWall Putty
4 .Berger Paint: Happy Wall Acrylic Wall Putty
5. GROWEL Paint: Walguard Acrlic Wall Putty
2.1. Scaffolding: Where scaffolding is required it shall be erected in such a way that as far as possible no part of
scaffolding shall rest against the surface to be distempered. A properly secured strong and well tied suspended
platform (jools) may be used for distempering. Where ladders are used, pieces of old gunny bags shall be tied at
top and bottom to prevent scratches to the walls and floors. For distempering to ceiling, proper stage scaffolding
shall be erected where necessary.
2.2. Preparation of Surface.
2.2.1 The undecorated surface to distempered shall be thoroughly brushed free from dust, dirt, grease, mortar,
droppings and other foreign matter and sand papered smooth. New plaster surface shall be allowed to dry at
least 2 months, before application of distemper.
2.2.2. All necessary nails shall be removed. Pitting in plaster shall be made good with plaster of Paris mixed with
dry distemper of the colour to be used. The surface shall then be rubbed down again with a fine grades and
paper and made smooth. The surface affected by moulds, moss, fungi, algee lichem, efflorescence etc. Shall be
treated in accordance with I.S.: 2395 (Part-I) – 1996 before applying distemper. Any unevenness shall be made
good by applying putty made of plaster of Paris mixed with water on entire surface including filling up the
undulations & then papering the same after it is dry.
2.3. Priming coat:
Providing and applying 1.5mm thick white cement based putty to full area of plaster in two coats as per engineer
in charge. On the surface so prepared the primer shall be applied with “Moon” brush. The first stoke of the brush
shall be from top downwards, another from bottom upwards over the first stroke and similarly one stoke from the
right another from the left, over the first stroke brush before it dries. This will from one coat. Each coat shall be
allowed to dry before next coat is applied. Number of coats as specified in item shall be applied. It shall present
smooth and uniform finish free from brush marks and it should not come off easily when rubbed with finger.
2.4.2. Splashing and dropping if any on the doors and windows, ventilators etc. Shall be removed and the surface
2.4.3. Priming and Alkali resistant treatments, scraping of surface washing etc. Surface spoiled by smoke soot
removed of oil and great spots treatment for infection with efflorescence moulds moss, funji algae and litchen and
patch repairs to plaster. Wherever done shall not be paid extra. Wholesale
2.3.2. Application of plaster shall be done as under:
The primer shall be applied immediately afterwards. This entire operation will constitute one coat. The surface
shall be Vertical strokes shall be applied immediately afterwards. This entire operation will constitute one coat.
2.6. Protective Measure: 2.6.1. The surface of door, windows, floors, articles of furniture etc. And such other
parts of the building as are not to be shall be protected from being paint aplashed upon. Such surfaces shall be
cleaned of paint aplashes if any.
The item rates for the G+3 floor encompass all labor, tools and tackles, loading and unloading of materials, provision of
scaffolding, and site clearance upon completion of the work. All activities shall be executed strictly in accordance with the
approved drawings.
2.0. Mode of measurements & payment
3.0. Mode of measurements & payment:
3.1.Priming coat of putty , primer scraping of surface spoiled by smoke soot, removal of oil and great spots,
treatment for infection of effloresces, mouldmoss, fungi, algee and litoben and patch repairs to plaster shall be
included in this item for which nothing extra shall be paid.
3.2. All the work shall be measured net in the decimal system as in places subject to the following limits unless
otherwise stated hereinafter.
3.3. The rate includes cost of all materials, labour, scaffolding, protective measures etc. Involved in all the
operations described above. This shall also include conveyance, delivery, handling, unloading storing etc.
3.4. The rate shall be for a unit of one sq. Mt.
1. Asian Paint:Decoprime Cement Primer
2. Nerolac Paint: Nerolac Cement Primer
3. ICI Dulux (Akzo Nobel): Lite Master primer
4. Berger Paint: BP Cement Primer
5. GROWEL Paint: Kangaroo Cement Primer
As per instruction of EIC and Preferably the primer and paint shall be of same
1.1. Scaffolding
In no case work will be allowed to carry without H frame scaffolding. Scaffolding shallbeerected in such a way
that as far as possible no part of scaffolding shall rest againsttheSurface to be painted. H frame / wooden bellies,
bamboos, planks, treadles and otherScaffolding shall be sound these shall be properly examined before removing
&scrapping& painting and use. Stage Scaffolding shall be provided for ceiling removing &Scrapping, which shall
be independent of the walls. Where ladders are used, pieces ofold gunny bags" shall be tied at top and bottom to
prevent scratches to the walls andFloors. For painting to ceiling, proper stage scaffolding shall be erected
wherenecessary.Preparation of surface:
2.2.1. The undecorated surface to be painted shall be thoroughly brushed from dust, dirt,grease, mortar dropping
and other foreign matter and sand papered smooth. Newplaster surface shall be allowed to dry for at least
months before applications of paint.
2.2.2. All unnecessary nails shall be removed. Pitting in plaster shall be made good withplaster again with a fine
grade sand paper and made smooth. A coat of paint shall beapplied over the patches. The surface shall be
allowed to dry thoroughly before theregular coat of paint is allowed. The surface affected ay moulds, moss, fungi,
algaelichens, efflorescence etc. shall be treated in accordance with I.S; 2395 (Part01) 1966.Before applying paint,
any unevenness shall be made good by applying putty made ofplaster of pairs mixed with water on entire surface
including filling up the undulation andthen sand papering the same after it is dry.
2.3. Application of exterior premium emulsion paint (excluding priming coat) coat:
2.3.1. Surface shall be lightly sand papered to make it smooth for receiving the paint. Allloose particles shall be
dusted off after rubbing. Minimum two coats of paint shall beapplied with brushes in horizontal strokes followed
immediately by vertical strokes,which together shall constitute one coat. The subsequent coats shall be applied
after atime interval of at least 6 hours between consecutive coats to permit proper drying ofthe proceeding coat.
The finished surface shall be even and inform without patches,brush marks, paint drops etc. Manufacturer’s
instructions shall be followed whileapplying the paint.
2.3.2. Sufficient quantity of paint shall be mixed to finish one wall at a time. The application ofa coat in each wall
shall be finished in one operation and no work shall be striated inany wall, which cannot be completed on the
2.3.3. 15 cm. double bristled paint brush shall be used. After day's work brushes shall bethoroughly washed in
hot water with soap solution and hung down to dry. Old brusheswhich are dirty and caked with paint shall not be
used on the work.
2.4. Protective measurements:The surfaces of doors, windows, floors, articles of furniture etc. and such other
parts ofthe buildings as are not to be painted shall be protectedfrom being splashed upon. Such surfaces shall be
cleaned of distemper/apex paint splashesif any.The primer shall be of approved manufsacturer and brand as
mentioned above.
Item No. 16: Interior paint for wall & Ceiling area:
Providing & laying of three coats with Royale luxury Emulsion paint (soft sheen, with teflon paint)
of Asian Paint or equivalent approved brand in shades and colour as directed on wall surfaces to
give an even shade incl. scaffolding to at any height with all labour and material after thoroughly
brushing the surface & making free from mortar droppings and other foreign matter including
surface preparation etc. complete. A gap of 6 hours should be given between two subsequent coats
Including cost of all type of tools, tackles, all labour, materials, transportation, cleaning, at all floor,
all level, all depth, all Height, all lead and lift (G+3), furnishing a guarantee bond of 5 years with
performance warranty certificate. Work complete as per the detailed drawing, approved sample,
specifications and instruction of Architect/EIC. Sample mock shall be approved from Architect/EIC.
Make Asian paints Royale luxury/Royale shine, Nerolac Impression 24 carat, ICI Dulux Valvet
touch, Berger silk luxury, Indigo
Make Asian paints Royale luxury/Royale shine, Nerolac Impression 24 carat,
ICI Dulux Valvet touch, Berger silk luxury, Indigo.
Washable interior emulsion paint shall be approved brand and manufacturer. The paint shall be of required color
and shade and same shall confirm to IS 428-1969. The general quality of paint should be M-44.
2.0 Workmanship
2.1. Scaffolding
In no case work will be allowed to carry without H frame scaffolding. Scaffolding shall be erected in such a way
that as far as possible no part of scaffolding shall rest against the surface to be painted. H frame / Wooden
bellies, bamboos, planks, treadles and other scaffolding shall be sound these shall be properly examined before
removing & scrapping & painting and use. Stage scaffolding shall be provided for ceiling removing & scrapping,
which shall be independent of the walls. Where ladders are used, pieces of old gunny bags" shall be tied at top
and bottom to prevent scratches to the walls and floors. For painting to ceiling, proper stage scaffolding shall be
erected where necessary.
2.2 Preparation of surface:
The undecorated surface to be painted shall be thoroughly brushed from dust, dirt, grease, mortar dropping and
other foreign matter and sand papered smooth. New plaster surface shall be allowed to dry for at least 2 months
before applications of paint.
All unnecessary nails shall be removed. Pitting in plaster shall be made good with plaster again with a fine grade
sand paper and made smooth. A coat of paint shall be applied over the patches. The surface shall be allowed to
dry thoroughly before the regular coat of paint is allowed. The surface affected ay moulds, moss, fungi, algae
lichens, efflorescence etc. shall be treated in accordance with I.S; 2395 (Part01) 1966. Before applying paint, any
unevenness shall be made good by applying putty made of plaster of pairs mixed with water on entire surface
including filling up the undulation and then sand papering the same after it is dry.
Application of exterior premium emulsion paint (excluding priming coat) coat:
Surface shall be lightly sand papered to make it smooth for receiving the paint. All loose particles shall be dusted
off after rubbing. Minimum two coats of paint shall be applied with brushes in
horizontal strokes followed immediately by vertical strokes, which together shall constitute one coat. The
subsequent coats shall be applied after a time interval of at least 6 hours between consecutive coats to permit
proper drying of the proceeding coat. The finished surface shall be even and inform without patches, brush
marks, paint drops etc. Manufacturer’s instructions shall be followed while applying the paint. Sufficient quantity
of paint shall be mixed to finish one wall at a time. The application of a coat in each wall shall be finished in one
operation and no work shall be striated in any wall, which cannot be completed on the same day. 15 cm. double
bristled paint brush shall be used. After day's work brushes shall be thoroughly washed in hot water with soap
solution and hung down to dry. Old brushes which are dirty and caked with paint shall not be used on the work.
Protective measurements:
The surfaces of doors, windows, floors, articles of furniture etc. and such other parts of the buildings as are not
to be painted shall be protected from being splashed upon. Such surfaces shall be cleaned of distemper/apex
paint splashes if any.
The primer shall be of approved manufacturer and brand as mentioned above.
The item rates for the G+3 floor encompass all labor, tools and tackles, loading and unloading of materials, provision of
scaffolding, and site clearance upon completion of the work. All activities shall be executed strictly in accordance with the
approved drawings.
MEASUREMENT AND PAYMENT:
Measurements will be given as per the actual work done area on Smt basis.
3.1 All the work shall be measured in the decimal system as under.
(a)Dimensions shall be measured to the nearest 0.01 M.
(b) Area in individual items shall be worked out to the nearest 0.01 Sq. M.All the work shall be measured in sq.
mt. Deductions for jams, soffits, sills etc. for opening not exceeding 0.50 sq. mt. each in area for ends of joints,
posts, beams, girders, steps etc. not exceeding 0.50 sq. mt. each in area and for opening exceeding 0.30 sq. mt.
and not exceeding 3.0 sq. mt. each in area deductions and additions shall be made as under.
3.20 No deductions shall be made for ends of joints beams, posts etc. and opening not exceeding 0.50 sq. mt.
each. No deductions made for reveals, jams, soffits, sills etc. of these openings nor for finish around ends of
joints, beams, posts etc.
3.3 Deductions for openings exceeding 0.50 sq. mt. but not exceeding 3.0 sq. mt. each shall be made as follows
and no additions shall be made for reavels, jams, soffits etc. of these openings.
(a)When both the faces and walls are provided with finish, deduction shall be made for one face only.
(b)When each face of walls is provided with different finish deduction shall be made for that side of frame for
door, windows etc. on which width of reveals is less than of the other side, where width of reveals on both faces
of wall are equal, deduction of 50% of area of opening on each face shall be made from total area of finish.
(c)When only one face of wall is treated and the other face is not treated, full deduction shall be made if the
width of reveal on the treated side is less than that on the untreated side, but if the width of the reveal is equal
or more than on the untreated side neither deductions nor additions be made for reveals, jams, soffits, sills etc.
3.4 In case area of opening exceeding 3 sq. mt. each, deduction shall be made of openings, but jams, soffits shall
3.5 No deduction shall be made for attachment such as casing, conducts, pipe electric wiring and the like.
3.6 Items include removing nails, making good holes, cracks, patches with material similar in
composition of paint.
3.7 The rate shall be include the cost of all materials, labour, scaffolding protective measures etc. involved in all
the operations described above. This shall also include conveyance, delivery handling, unloading, storing work
3.9 The rate shall be for a unit of one sq. meter.
Item No 17: Exterior Texture: Providing and applying 1.5 mm thick traventino texture (matt/glossy
finish) as per approved make& sample by Architect. work inclusive of base primer (50-60
MICRONS) as per approved colour, HVLP spray Gun, 1 Coat of Clear Matt Or Gloss Finish Top Coat Of
30 – 40 Microns By Brush Or Roller,including surface, Surface must be cleaned of chalk and
debris.base coat of primer of relevant colour is applied on the plastered surface using a roller or
brush , The material is applied using a spray gun to get the required design, water can be added in
for easier application depending on the requirement , Drying time is usually between 8-24 hours
depending on weather conditions. Rate shall inclusive of mock up sample, all materials, loading,
unloading, transportation, placing at all floors (G+3) and for all leads, all accessories, Scaffolding
etc as described in item description. Furnishing a guarantee bond of 5 years with performance
warranty certificate. Work completed as per the detailed drawing, mock-upsample and instruction
of Architect/Client. Make Texture & Primer: Asian Paints Royale Play Travertino, Berger
WeatherCoat Stoneshield, Dulux Weathershield Texture, Nerolac Impressions. Clear Topcoat: Asian
Paints Apex Clear, Dulux PU Clear
Texture & Primer: Travertino texture finish and primer shall be used of approved make such as Asian
Paints Royale Play Travertino, Berger WeatherCoat Stoneshield, Dulux Weathershield Texture, or Nerolac
Impressions, in approved shade and pattern.
Clear Top Coat: Shall be of Asian Paints Apex Clear or Dulux PU Clear, applied as per manufacturer’s
All materials shall conform to relevant IS standards and be from approved makes and samples vetted by
the Architect/EIC.
The contractor shall use only fresh, unopened, manufacturer-sealed containers for all coatings.
2. Workmanship:
Primer Application: Apply one uniform coat of base primer (50–60 microns) using a roller or brush.
Primer shade shall match the final texture tone as approved.
Texture Application: The Travertino texture shall be applied using HVLP spray gun to achieve the
specified pattern/design. Water may be added as per manufacturer’s recommendations or ease of
spraying. The texture coat shall be allowed to dry for 8–24 hours, depending on site weather conditions.
Top Coat Application: Apply one coat of clear matt or gloss finish (30–40 microns) using brush or roller
to achieve desired appearance and durability.
Mock-Up Sample: A mock-up panel shall be executed on-site for approval by the Architect/Client prior to
commencement of large-scale work.
All workmanship shall comply with the manufacturer’s application guidelines and Architect/EIC instructions
for finish quality, texture pattern, and visual uniformity.
Scaffolding: Wherever scaffolding is necessary it shall be erected in such a way that as far as possible on
part of scaffolding shall rest against the surface to be colour washed. A properly secured strong and well
tied suspended platform (Zoola) may be used for painting. Where ladders arc used, pieces of old gunny
bag shall be tied at top and bottom to prevent scratches to the floors and walls. For paint of ceilings
proper stage scaffolding shall be erected where necessary.
Preparation of surface: The substrate must be sound, clean, dry, free from dust, oil, grease and
laitance etc. All traces of release agents must be removed. On chalky and dusty surfaces, all loose
material must be removed by stiff bristle brushing. Rate shall be including crack filling and levelling as per
manufacturer’s specification.
Precautions: Splashes on floors etc. shall be cleaned out without delay as they will be difficult to
remove after hardening. Washing of surfaces treated with Paints shall not be done within 3to4weeks of
The whole work is to be completed as per design; sample material & any other requirement shall be as
per instruction of EIC/Architect.
Rate shall be including of base coat as permanufacturer’s standards.
Guarantee: 5 Years Performance Warranty.
Agency has to be submit 10% PBG amount of item amount against 5 year liability period before final bill.
The item rates for the G+3 floor encompass all labor, tools and tackles, loading and unloading of
materials, provision of scaffolding, and site clearance upon completion of the work. All activities shall be
executed strictly in accordance with the approved drawings.
3. Measurements:
The rate shall be consolidated for all above items.
The rate shall include the cost of all materials, finishing, labour, scaffolding etc. to complete the whole
work satisfactorily as per instruction of EIC/Architect.
No extra payment will be given for any of the reasons.
Rate to be inclusive of all material, wastage, necessary tools tackles etc for fixing at all heights and for all
floors. Area shall be measured & paid in Square Meter.
Item No. 18: Exterior Paint: Providing & Finishing outer walls with Apex ultima luxury exterior
emulsion paint in 2 coats paint + 2 coat primer + 2 coat of putty with approved brand &
manufacture to give an even and smooth shade of colour of approved shade after thoroughly
cleaning the walls by water and brushing to remove all dirt and remains of loose materials, up to all
level above plinth complete, scaffolding to any height, curing etc complete. A gap of 6 hours should
be given between two subsequent coats. Including cost of all type of tools, tackles, all labour,
materials, transportation, cleaning, at all floor, all level, all depth, all Height, all lead and lift,
furnishing a guarantee bond of 5 years with performance warranty certificate. work complete as per
the detailed drawing, approved sample, specifications and instruction of Architect/EIC. Sample
mock shall be approved from Architect/EIC. Make Paint: Asian Paints Apex Ultima, nerolac Excel
total, ICI dulux Weathershield Max
Exterior primer
1. Asian Paint: Exterior WallPrimer
2. Nerolac Paint: Nerolac Exterior Primer
3. ICI Dulux (Akzo Nobel): Weatherguard Acrylic Primer
4 .Berger Paint: Berger BPweathercoat Exterior Wall Primer
1. Asian Paint: Apex Ultima 2. Nerolac Paint: Excel Total
3. ICI Dulux (Akzo Nobel): Weathersheild Max
Berger Paint: Weather Coat Allguard
Primer work carried out as per same workmanship, scafooling, safety as per above item of interiao primer but
material for primer is to be used as mentioned and approved by EIC.
1.0 Material&Workmanship:
Exterior premium emulsion paint shall be approved brand and manufacturer. Thepaint shall be of required colour
and shade.All paints and allied materials shall be of good quality not inferior to that requiredby IS. 2932 -1974
Specification. The colour and tints of paint, unless indicated shallbe as approved by EIC.The contractor shall
inform the EIC well in advance the places bulk order for thematerials, the name of manufacturer and of paints he
possesses to use in the workand submit sample thereof & obtain prior written approval of the EIC thereof.The
whole of the materials required for the painting work shall be obtained directfrom the approved manufacturer or
their authorized agents and shall be brought tothe site in makers, drums, kgs etc with seals unbroken.Storage of
PaintsAll containers of paints, thinners and allied materials shall preferably be stored inwell ventilated room free
from excessive heat, sparks of flame or direct rays ofsun.the containers of paints shall be kept covered or
properly fitted with lid andshall be kept open except while using materials which have become stale or fat dueto
improper and long storage shall not be used or mixed with usable stuff.Where more than one coat is indicated,
each coat shall be approved in writing byEIC before the next coat is applied.No painting work shall be carried out
in wet and very humid weather when there isa danger of dew or weather is otherwise unfavorable. No painting or
any otherprocess likely to be damaged by dust shall be carried out in windy weather.The paint in drum shall be
thoroughly mixed prior to application. The material shallbe mixed, prepared and applied strictly in accordance
with the instruction orrecommendation of the manufacturer except where otherwise directed by EIC. Thepaints
shall be mixed periodically during brushing.The rate shall be for a unit of one sq. meter.Agency has to be submit
10% PBG amount of item amount against 5 year liability period before final bill.
The item rates for the G+3 floor encompass all labor, tools and tackles, loading and unloading of materials, provision of
scaffolding, and site clearance upon completion of the work. All activities shall be executed strictly in accordance with the
approved drawings.
2. Measurements:
The rate shall be consolidated for all above items.
The rate shall include the cost of all materials, finishing, labour, scaffolding etc. to complete the whole
work satisfactorily as per instruction of EIC/Architect.
No extra payment will be given for any of the reasons.
Rate to be inclusive of all material, wastage, necessary tools tackles etc for fixing at all heights and for all
floors. Area shall be measured & paid in Square Meter.
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Final Tender no 60325 02.02.2026 of Renovation of Hostel (1).pdf
Bldg Work Spec.pdf
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