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Tender Value
₹88.3 L
EMD Value
₹89,000
Closing Date
17 Aug 2026, 6:00 pmClosed
Dy. Municipal Commissioner
Annual Rate Contract For Repairing, Maintenance and new work of footpath and watertable, divider, chainlizer, traffic island, activity area, P.C.C and laying cement concrete Guard Stone and Setting or Resetting stone paving or Pever block work in Sub Zone-1 in South Zone-A (Udhana)
328888
DMC/SZ-A/05/2026-27,WORK NO.07
Open
Repair and Maintenance
Works
Surat
3 documents required · 3 mandatory
₹2,832
Commissioner, Surat Municipal Corporation
₹89,000
29 Jul 2026
29 Jul 2026
29 Jul 2026
17 Aug 2026
29 Jul 2026
Name of work:Annual Rate Contract For Repairing, Maintenance and new work of
footpath & watertable, divider, chainlizer, traffic island, activity
area, P.C.C and laying cement concrete Guard Stone and
Setting/Resetting stone paving/ Pever block work in Sub Zone-1 in
South Zone-A (Udhana)
Tender (On Line) Notice No. DMC/SZ-A/05/2026-27
VOLUME-I : TECHNICAL BID
DOWNLOAD OF TENDER DOCUMENTS : From 27/07/2026 to 17/08/2026upto
FROM website smc.nprocure.com 18.00 hrs.
DATE OF PRE-BID CONFERENCE : -
LAST DATE OF SUBMISSION OF : On or Before 17/08/2026 upto
ONLINE TENDER( soft copy) hrs
LAST DATE OF SUBMISSION OF : Upto 25/08/2026, to Chief Accountant,
TENDER FEES, EMD AND OTHER SMC,Muglisara, Surat by
DOCUMENTS IN HARD COPY R.P.A.D./Speed Post upto 18.00 hrs.
Opening of Online technical bid : Dt.18/08/2026,11.00 hrs. (probable
Opening of tender fee, EMD and other : 27/08/2026, (probable date)
documents etc. in hard copy
ESTIMATED AMOUNT : Rs.88,26,035.92
DOCUMENT FEES : Rs.2400/- + 18% G.S.T.= Rs.
TENDER TO BE SUBMITTED TO:
THE CHIEF ACCOUNTANT,
SURAT MUNICIPAL CORPORATION, MUGLISARA
SURAT MUNICIPAL CORPORATION
TENDER DOCUMENT
PARTICULARS PAGE NO.
1 NOTICE INVITING TENDER
ANNEXURE-I (Performa for list of works of similar nature already completed by the Tenderer
during last 7 years.)
3 ANNEXURE-II (Performa for declaration regarding work on hand with the tenderer.)
5 CONTRACTOR TO PLEASE READ THIS CAREFULLY
6 DECLARATION FORM
7 INSTRUCTION TO TENDERER
8 GENERAL RULES AND DIRECTIONS FOR THE GUIDANCE FOR CONTRACTOR
9 GENERAL CONDITIONS OF CONTRACT
RESPONSIBILITY OF CONTRACTOR UNDER CONSTRUCTION AND DEMOLITION
WASTE ( C & D WASTE) RULES
11 SPECIAL CONDITIONS OF CONTRACT
14 CONDITION FOR THE WATER SUPPLY AND ELECTRIC SUPPLY
15 IMPORTANT INSTRUCTION-A TO THE CONTRACTOR
16 IMPORTANT INSTRUCTION-B TO THE CONTRACTOR
17 SPECIAL NOTE
18 SPECIFICATIONS OF MATERIALS
19 GENERAL TECHNICAL SPECIFICATION FOR THE BUILDING WORKS
20 ITEMWISE DETAILED TECHNICAL SPECIFICATIONS
21 ANNEXURE-A AFFIDAVIT
(UNDERTAKING BY THE TENDERER FOR NOT BLACK LISTED)
24 CHECKLIST FOR THE BIDDER
SURAT MUNICIPAL CORPORATION
1.0 NOTICE INVITING TENDER
(A) RECEIPT AND OPENING OF TENDER :
Online Tenders will be received from the established and reliable contractors From 27/07/2026 to
17/08/2026 upto 18.0 hours on website smc.nprocure.com. The tender received after due time and date
specified will not be accepted.
(B) Annual Rate Contract For Repairing, Maintenance and new work of footpath & watertable, divider,
chainlizer, traffic island, activity area, P.C.C and laying cement concrete Guard Stone and
Setting/Resetting stone paving/ Pever block work in Sub Zone-1 in Sin South Zone-A (Udhana).
1.ESTIMATED COST : Rs.88,26,035.92
2.EARNEST MONEY DEPOSIT : Rs.
3.TIME LIMIT :12 (Twelve) months(Excluding monsoon)
4.Document Fee : Rs.2400/- + 18% G.S.T.= Rs. 2832/-
5.Registration required : ‘D’ class
(C) OPENING OF TENDERS:
The tenders will be opened online in presence of bidders and opening authority subject to receipt of Tender
Fees & EMD in hard copy in account department (Main Office). But tenderer has to upload relevant
documents as required /mentioned in the technical bid in Soft Copy (By Scanning) .The tenders will be
opened in two stages i.e Technical Bid and Commercial Bid.
(D) PURCHASE OF TENDER DOCUMENTS :
Tender Documents can be downloaded from smc.nprocure.com from Dt.27/07/2026 to 17/08/2026 up to
Tender documents fees of Rs.2400/- + 18% G.S.T.= Rs. 2832/-per set which is required for submission of
tender towards the cost of tender documents in cash, pay order or by demand draft of any nationalized bank,in
favour of "The Commissioner, Surat Municipal Corporation" payable at Surat and shall be submitted alongwith
EMD and other documents. The cost of the Tender Documents will not be refunded in any circumstances. The
Surat Municipal Corporation shall not be liable for any postal delay in any case.
Demand Draft for E.M.D. & Tender (Bid) fee shall be submitted in electronic format through online
mode (by scanning) while uploading the bid. This submission shall mean that E.M.D. & tender fee are
received for purpose of opening of the bid. Accordingly, offer of those shall be opened whose E.M.D. &
tender (bid) fee is received electronically. However, for the purpose of realization of D.D. bidder shall
send the D.D. in original through RPAD / Speed post as per to reach to Chief Accountant, SMC within
days from the last date of online submission of the bid as per tender notice.
Penaltative action will be taken for not submitting original Demand Draft in the account department
of Surat Municipal Corporation within 7 days from the last date of online submission of the bid for the
first time as mentioned below.
Sr. No. Tender Amount Penalty Amount in
1. Up to Rs. 1 Crore Rs. 10,000/-
2. More than Rs. 1 Crore and Upto Rs. 10 Crore Rs. 20,000/-
3. More than Rs. 10 Crore and Upto Rs. 50 Crore Rs. 30,000/-
4. More than Rs. 50 Crore and Upto Rs. 100 Crore Rs. 70,000/-
5. More than Rs. 100 Crore Rs. 1,00,000/-
If bidder will not submit the penalty amount within 10 days to Surat Municipal Corporation
and/or bidder will not submit the demand draft in original for the second time and after, Penaltative
action shall be taken for abeyance of registration and cancellation of E-tendering code for 6 (six)
Any documents in supporting of bid shall be in electronic format only through online (by scanning) &
hard copy will not be accepted separately.
(E) CONTRACT PERIOD :
The total contract period is hereby fixed as 12 (Twelve) months (Excluding monsoon)from the 10th Day of
issuance of work order.
(F) Tenderer must comply with and agree to all instructions & requirements in the Notice and in the Instructions to
Tenderers, including requirements in the Contract Documents.
(a) All tenders must be submitted in the prescribed Tender form.
(b) Each Tender must be accompanied by the completion Schedule.
(c) Each tender must be accompanied by the Tender Security (Earnest Money Deposit) Rs.89,000/-
(d) The successful tenderer shall execute the Contract Agreement within ten days after the date of Notice of
(e) The successful Tenderer will be required to furnish a performance bond (Security Deposit) of and
amount equal to (2%) Two percent of the tendered amount.
(f) The successful Tenderer shall furnish insurance in accordance with the contract documents.
(g) The Surat Municipal Corporation may withhold issuance of the Notice of proceed for a period not
exceeding fifteen days after the date of execution of the contract agreement.
(h) The tender and tender guarantee bond (Earnest Money Deposit) shall be submitted by the Agency in
whose name tender has been issued. Transfer of tender documents to any other party is prohibited.
(i) All intending tenderers will have to purchase digital signatures in order to participate in the online bidding
(j) All the applicant contractors are required to have their own employers code number under EPF Act,
and are required to comply the applicable provisions of said statute regularly and totally.
(k) Further the contractors for services are required to produce thecertified copies of paid challans in respect of
employees/workers employed by said contractor in respect of work allotted by Surat
Municipal Corporation, along with copies of Pay Roll and MusterRoll. If the same are not produced, the bills
will not be released.
(G) RECEIPT OF TENDER DOCUMENTS :
The following details are to be submitted online on smc.nprocure.com :
a. Document fees and EMD Details
b. Commercial Bid
c. Annexure I to II along with all necessary supporting documents
d. Bank solvency
f. GST Registration
g. Power of attorney
h. Partnership deed in case of Partnership firm.
i. Affidavit of Annexure A on Non Judicial Stamp Paper of Rs.300/-
j. Under Taking By The Tenderer For Not Black Listed Non Judicial Stamp Paper of
The following details shall be submitted in hard copy at prescribed address :
a. Tender fees in prescribed format
b. Earnest Money Deposit in prescribed format
c. Affidavit of Annexure A on Non Judicial Stamp Paper of Rs.300/-
d. Under Taking By The Tenderer For Not Black Listed Non Judicial Stamp Paper of Rs300/-
Demand Draft for E.M.D & Tender fee shall be submitted in electronic format only through online (by scanning) while
uploading the bid. This submission shall mean that E.M.D. & tender fee are received for purpose of opening the bid.
Accordingly offer of those shall be opened whose E.M.D. & Tender fee is received electronically. However for the
purpose of relization of D.D bidder shall send the D.D in original through RPAD/ speed post so as to reach to Account
department (Main Office) within 7 days from the last date of uploading. Penaltativeaction for not submitting D.D in
original to Account Department (Main Office) by bidder shall be initiated and action shall be taken for abeyance of
registration & cancellation of E-Tendering code for 1 year. Any documents in supporting of bid shall be in electronic
format only through online (by scanning) and electronic format only through online (by scanning) will not be accepted
Please note that commercial bid shall not be submitted in hard copy under any circumstances. This will hold the
tender liable for rejection
(H) Tender Validity Period :
The validity period of the tender submitted for this work shall be of one hundred twenty (120) calendar days
from last date of submission of tenderfor this work and the Tenderer shall not be allowed to withdraw or
modify the tender offer on his own during the validity period.
(I) Rights Reserved :
Without assigning any reason, The Surat Municipal Corporation reserves the right to reject the lowest or any
other or all tenders or part of its. To waive any informality or irregularity in any tender, which in the opinion of
the Surat Municipal Corporation does not appear to be in its best interest and the tenderer shall have no cause of
action or claim against the Surat Municipal Corporation or its officers, employee, successors or assignees for
rejection of this tender.
The Surat Municipal Corporation further reserves the right to withhold issuance of the notice to proceed, after
execution of the contract agreement by the successful Tenderer. The Surat Municipal Corporation is not obliged
to give reasons for any such action.
During Tender validity period, if any Tenderer withdraws or makes any modifications or additions in the terms
and conditions on his own in this tender, then The Surat Municipal Corporation shall without prejudice to any
right or remedy be at liberty to reject the tender and forfeit the Earnest Money Deposit in full. Such Tenderer
may be disqualified from tendering for further works under the jurisdiction of The Surat Municipal Corporation.
The Surat Municipal Corporation reserves the right to increase or decrease the scope of work and split the
tender in two or more parts without assigning any reason even after the award of contract.
Executive Engineer,
South Zone-A (Udhana)
Surat Municipal Corporation.
Signature of the Contractor With seal
ANNEXURE-I TO II FOR PRE-QUALIFICATION
TO BE FILLED IN BY TENDERER
Performa for list of works of similar nature already completed by the
Tenderer during last 7 years.
Sr. Name of work and Place Cost on Time taken in Client name Date of
No. Completion months to completion
Note: Bidder shall give completion certificate from client. In absent of such completion certificate, experience shall
not be considered for evaluation. If completion certificate covers "Similar work (as per IT-04) with other work" then
bidders shall have to submit copied of final bill indicating similar work or certificate of amount including "Similar
work" from relevant authority.
Please Fill above details attached separate sheet.
Signature of the Contractor
Performa for declaration regarding work on hand with the tender:
Sr. No. Name of Estimated Date of Stipulated Amount of Brief details Name of
work with Cost Issue of period of work done of delay if client
place work order completion any
Present liability = Total of column 3 - Total of column-6
Signature of the Contractor
Note: Amount of work done in Column 6, should be given up to the month previous to the month in which tender are
Please Fill above details attached separate sheet.
• I, the undersigned, do hereby certify that all the statements made in the required attachments are ture and
correct. I also understand that in case of wrongful/false information, corporation is entitled to take any civil &
criminal punitive action against me / us.
• The undersigned also hereby certifies that neither our firm M/s____________________
nor any of its constituent partners have abandoned any work in India nor any contract awarded to us has been
rescinded during last five years, prior to the date of this bid.
• The undersigned hereby authorize(s) and request(s) any bank, person, authorities, government or public limited
institutions, firm or corporation to urnish pertinent information deemed necessary and requested by the SMC to
verify our statements of our competence and general requtation etc.
• The undersigned understands and agrees that further qualifying information may be requested,and
agrees to furnish any such information at the request of the SMC.
• The SMC and its authorized representatives are hereby authorized to conduct any inquiries or investigations to
verify the statements, documents, and information submitted in connection with this bid and to seek clarification
from our bankers and clients regarding any financial and technical aspects. This Affidavit will also serve as
authorization to any individual or authorized representative to any institution referred to in the supporting
informantion, to provide such information deemed necessary and requested by representative of Surat Municipal
Corporation to verify statements and information provided in the Tender or with regard to the resources,
experience and competence of the Applicant.
Signed by the Authorize signatory of the firm
Title of the office
Name of the firm
Note:- The affidavt format as indicated above to be furnished on non-judical stamp paper of Rs.300 and duly notarized
UNDER TAKING BY THE TENDERER FOR NOT BLACK LISTED
Solemnly affirm and state that on oath that........................... (Name of Tenderer) has not been black
listed by any Government/Semi Government/Public Sector Undertaking/Public limited and not has been
banned/suspended business dealings with the said firm.
The information given above is true to the best of my knowledge.
I/We agree that if any notice in future, my/our bid/tender shall be rejected/terminated
SIGNATURE AND SEAL OF THE CONTRACTOR:
Note:- The affidavt format as indicated above to be furnished on non-judical stamp paper of Rs.300 and duly notarized
SURAT MUNICIPAL CORPORATION
SOUTHZONE-A(UDHANA)
CONTRACTOR TO PLEASE READ THIS CAREFULLY
(1) If the tender is taken in favour of the company, a company of attorney in favour of the person who may have
signed the tender for the conpany, must accompany the tender.
(2) Solvency certificate of current year Bank or a Revenue Officer of an amount upto 20% of the tender cost
plus works on the hand still to be executed will have to be produced by the contractor.
(3) Voucher for earnest money must accompany the tender. Tenderer may pay earnest money in form of a
crossed demand draft of a local Bank drawn in favour of the Municipal Commissioner. Earnest Money by
cheque shall not be accepted.
(4) In view of the latest circular of IT Department IT clearance certificate is not required. However the
contractor shall give zerox copy of the PAN card. Also provide GST Number and necessary documents as
per Govt resolution.
(5) Copies of certificate as regards previous experience of Govt. or Semi Govt. Dept., if any must accompany
An attested copy of registration with MES, Various department of State Govt., Surat Municipal
Corporation, CPWD etc.
(6) Declaration showing all works on hand with the contractor and the value of works that remains to be
executed in each case must accompany the tender.
(7) All pages of Schedule: `A & B' & specification should be intialed by the contractor.
(8) All corrections, errasures & over writing should be initialed by the contractor.
(9) Descripancies and adjustment of errors:-Any error in quantity or amount in Schedule-`B' showing item of
words to be carried out shall be adjusted in accordance with the following rules:-
(a) In the event of a discrepancy between description in works and figures quoted by a tenderer in the `rates'
column, the descriptions in words shall prevail.
(b) In the event of and error occuring in the amount column of the Schedule- `B' showing items of works as a
result of worng multiplication of the unit rate and quantity, the units rate shall be regarded as firm and
multiplication shall be amended on the basis of the rate.
(c) All the errors in totalling in amount column and in carrying forwarded total shall be corrected.
(d) Any rounding of amounts against item' or in totals' shall be ignored.
The tendered sum so altered shall, for the purpose of the tenders, be substitued for the sum originally
tendered and considered for accetpance.
(10) (i) It may please be noted that the tender shall be considered as invalid specially, if the requirements as per
insiruction No.1 to 9 above are not compleied with before submitting the tender. Also please read carefully
the face sheet and "General Rules and Direction for the suidance of contractor" of his form.
(ii) Right is reserved to reject any or all tender (s) without assigning any person (s) thereof.
(11) In addition to the above the tender will also be liable to rejected outright if :-
(i) The tenderer proposes any alteration in the works specified or in the time allowed for carryin out the work or
any conditions or correction made in any code or made of Schedule-`B' or specifications.
(ii) Any of the page or pages of the tender is removed or replaced.
(iii) All corrections, additions or pasted slips are not initaled by the tenderer.
(iv) Any erasures is made by him in the tender
(v) The tenderer or in the case of a firm, each partner or person holding the power of attorny thereofdoes not
signed or the signature/s is/are not attested by awitness on page-9 of the tender in the spacefor the purpose
(12) In respect of the tenders from the co-operative society, a solvency certificate of an amount equal to 20%
of the amount of the work put to tender will have to be produced alongwith the tender or a certificate
regarding the borrowing capacity if the society issued by the leagal Assistant, Directorate of Cottage
Industries will have to be produced alongwith the tender.
(13) (1) The serveral documents formining the contract are the essential part of the contract and requirement
occuring in one is as binding as through occuring in all, they are intended to be mutually explantory and
complementary and to described and provide for a complete work.
(2) In the event of any descrpeaney, the serveral documents forming the contract or in any the document,
the following order or precedence should apply:-
(a) Dimension & quantities :-
(ii) Schedule-B of the tender form.
(iii) Specification.
On drawings, figures, dimensions, unless obviously incorrect will followed in preference to seeled
(b) Description :
(i) Scheudule-B of the tender form.
(ii ) Drawings.
(iii) Specifications.
In case of defective description or ambiguity, the Engineer- in-charge should issue further instructions
direction in what meanner the work is to be carried out it being understood that the best modern practice is to
followed. The contractor should forthwith comply with such instructions.
(3) The contractor should taken no advantage of any apparent error or ommission in drawings or specification
and the Engineer in charge shall make such corrections and interpretation as necessary to fulfil the intent of
the Plans and specifications.
(4) No with standing that all proper precautions may have been taken by contractor at all the times during
the progress of the work, the contract shall be held responsible for all damages whether to the work under
execution or to any other property or to lives of persons during the progress of the work and the period of
(5) Plans are for rough guidance only when detailed plans are received from the Architect of corporation
during the course of execution the same will supersede previous plans
(14) The contractor should appoint a qualified engineer and he must remain present on site during working hours.
(15) The Quantity mentioned in the scheduled "B" is Tentative (indicative) for each item. Tenderer shall have to
execute the concerned work/item as per the site condition and payment shall be made accordingly as per the
actual measurement of the particular item.
Executive Engineer
South Zone-A (Udhana)
Surat Municipal Corporation.
DECLARATION FORM
(1) I/We hereby declare that I/We have visited the site and fully acquainted myself/ourselves with the local
situation regarding materials, labour and other factors pertaining to the work before submitting this tender.
(2) I/We hereby declare that I/We have carefully studied the conditions of contract, specifications and other tender
documents of this work and agree to execute the same accordingly.
Executive Engineer,
South Zone-A (Udhana)
Surat Municipal Corporation.
Contractor Signature with
INSTRUCTION TO TENDERERS
IT-01 GENERAL :
The Contract documents may be secured in accordance with the notice Inviting Tender for the work called. The
work shall include supply of materials necessary for construction of the work.
IT-02 INVITATION TO TENDER:The Surat Municipal Corporation hereinafter referred to as the Corporation will
receive tenders forthe work Annual Rate Contract For Repairing, Maintenance and new work of footpath
& watertable, divider, chainlizer, traffic island, activity area, P.C.C and laying cement concrete Guard
Stone and Setting/Resetting stone paving/ Pever block work in Sub Zone-1 in Sin South Zone-A
(Udhana).as per the specifications in the tender documents. The tenders shall be opened in presence of opening
authority Surat in the presence of tenderers or their representatives who are present. The Corporation reserves
the right to reject the lowest or any other or all tenders or part of it which in the opinion of the Corporation
does not appear to be in its best interest, and the tenderer shall have no cause of action or claim against the
corporation or its officers, employees, successors or assignees for rejection of his tender.
IT-03 LANGUAGE OF TENDER :
Tenders shall be submitted in English, and all information in the tender shall also be in English, Information in
any other language shall be accompanies by its translation in English. Failure to comply with this may make the
tender liable to reject.
IT-04 QUALIFICATIONS OF TENDERERS:-
(A) Tenderer shall be required to submit the enlisted documents along with Technical Bid, E.M.D. and
tender fees. If documents are insufficient or it does not match the required criteria mentioned below,
then the Price Bid of the tenderer shall not be opened.
Mainly tenderer shall fulfill following the pre-qualification.
(a) QUALIFYING CRITERIA OF BIDDER
Documents required for complete
Sr. No. Criteria
1.1 Average Annual financial turnover during the last 3 years, Copy of certificate from Chartered
ending 31/03/2026, should be at least 30% of the estimated Accountant along with copy of
cost(Rs.88.26 lacs) (i.e. 30% of Estimate Amount i.e, 26.47 Balance sheets.
lacs) An attested copy of annual turnover for last 3 years should
1.2 Solvency Certificate from bankers of schedule bank /
Recent/Fresh Solvency certificate from bankers of schedule bank nationalized bank
/ nationalized bank. Minimum value of solvency shall be 20% of
estimated cost (Rs.88.26 lacs)of the Tender (i.e. 20% of
Estimate Amount i.e, 17.65 lacs )
Tenderer has to submit higher amount of bank solvency if so
desired by Commissioner. (Solvency certificate should not be
older than One year from Last date of online Tender
2.0 Registration
2.1 Minimum “D" class” Registration Class with any government, Registration Certificate
semi government organization
2.2 power of attorney, partnership deed or registration deed. Attested copy should be submitted
Sr. Documents required for complete
3.0 Relevant Experience
3.1 Similar works during last 7 years
3.1.1 Three similar completed works, each costing not less than amount
equal to 40% of the estimated cost(Rs.88.26 lacs) put to the tender
(i.e. 40% of Estimate Amount i.e, 35.30 lacs )
Or Attested copies of certificates from
3.1.2 Two similar completed works, each costing not less the amount head of the office concerned for
equal to 50% of the estimated cost (Rs.88.26 lacs)put to the tender completion of the works.
(i.e. 50% of Estimate Amount i.e, 44.13 lacs ) Only Govt. or Semi Govt. Works
Or shall be considered for Similar
3.1.3 One similar completed works, each costing not less the amount equal Works.
to 80% of the estimated cost(Rs.88.26 lacs ) put to the tender. (i.e.
80%of Estimate Amount i.e,70.60 lacs )
4.0 Other details
4.1 Black list.
The Bidders shall note that in case the Bidder is blacklisted / stated as defaulter /
barred participating in tenders by any of government agencies / semi government AFFIDAVIT
agencies or any other equivalent agencies during last 5 years then in that case, the
Bidders will be disqualified and will not be allowed to participate in the bidding
process, though bidder satisfies all the qualification conditions mentioned above. In
this regard, the decision of the Surat Municipal Corporation will be final and binding
4.2 Works on hand & Litigation
ANNEXURE-I & II
The Bidder including any Member shall provide details of all their on-going projects
along with stage of litigation, if so, against the Employer / Governments.
NOTE:-(1)Similar work shall mean Fixing of Paver Block Works, Excavation, Soil Filling work, Compaction
work, laying of GSB Work etc and any type of Paver Block work.
(a) Turnover during last 3 years, ending 31st March of previous financial year should be atleast RS.26.47 lacs.
An attested copy of annual turnover for last 3 years should be enclosed.
(b) Solvency certificate from bankers of schedule bank / nationalized bank for the RS.17.65 lacs.Tenderer has
to submit higher amount of bank solvency if so desired by Commissioner. (Solvency certificate should
not be older than One year from Last date of online Tender submission.)
(c) An attested copy of registration with MES, Various department of State Govt., Surat Municipal
Corporation, CPWD etc.
(d) List of the works already completed in last 7 years in prescribed proforma as per Annexure-I
and attested copies of certificates from head of the office concerned for completion of the works.
Following enhancement factors will be used for the cost of works executed and financial figures to amount base
for the value of the works completed in India.
Cut of month shall be considered from month of tender submission.
Financial Year Multiplying factor
Immediate last year of the assessment year*
Here assessment year shall be reckoned from year and month in which tender is submitted.
Bidder should indicate actual figures of cost and the amount for the work executed in Statement-A without
accounting for the above mentioned factors.
(e) Declaration regarding the work on hand with the tenderer should also be given in prescribed performa as
per Statement-B. Attested copies of work orders, interim certificates if any shall also be attached as supporting
(f) Attested copy of partnership deed, power of attorney etc.
(g)Application Received from joint venture / consortium shall not be considered.
attested copy of partnership deed, power of attoney etc.
passport size photographs of partner / all partners on relevant page of technical bid.
Tenderer shall submit only one tender for the work put to this tender.
Tenderer shall submit the certificate of Employers code number under EPF Act.
(h). Even though the Bidder meets the above criteria, they are subject to be disqualified if they have
Made misleading or false presentations in the forms, statements and attachments submitted in proof of
the qualification requirements; and /or
During verification if it is found from client that of poor performance such as abandoning the works, for
financial failure or abnormal delay in work etc.
Regarding Litigation, in case where Bidder is involved in illegal practice like any activities of
corruption, coercive practice or debarred/blacklisted in last 05 years by Any Govt. / Organization in
respect of performance of Bidder, SMC authority requires that bidders under this contracts, observe the
highest standard of ethics during the procurement and execution of such contracts.
1. Will reject a proposal for award if it determines that the bidder has engaged in any corrupt or fraudulent
practices in competing for this contract or in past history and
2. Will reject a proposal if it found debarred/blacklisted by any State Govt. /Govt. of India/ Semi
Government/ PSU in last 05 years.
IT-05 TENDER DOCUMENTS :
Printed and online documents and set of drawings shall comprehensively be referred to as Tender documents.
The several sections forming the documents are the essential parts of the contract and a requirement occurring
in one shall be binding as though occurring in all. They are to be taken as mutually explanatory and describe
and provide for complete works.
IT-06 EXAMINATION BY TENDERERS :
A. At his own expenses and prior to submitting his tender, each tenderer shall (a) examine the contract
Documents, (b) visit the site and determine local conditions which may effect the work including the
prevailing wages and other pertinent cost factors, (c) familiarize himself with all CENTRAL, State and local
laws, ordinance, rules, regulations and codes affecting the material supply including the cost of permits
and licenses required for the work and (d) correlate his observations, investigations, and determinations
with the requirements of the Tender Documents.
B. The tender quantity is approximate and may increase or decrease. Any increase or decrease in quantity will
not entitle tenderer to claim any extra over the quoted rate.
C. Tender Documents be completed by legible ink, checked in a responsible manner, signed, stamped and
returned together with the Tender Security Bond by the stipulated date, which shall form the Tender.
The Tenderer is required to complete :
(h) The form of tender, including the Appendices thereto Tender Security Bond and the Tender summary duly
signed and stamped.
All the pages in which entries are required to be made by the tenderer are contained in the tender
documents and the tenderer shall not take out or add to or amend the text of any of the documents except in
so far as may be necessary to comply with any addenda issued pursuant to Clause IT-17 hereof.
IT-07 EARNEST MONEY DEPOSIT:
A. The Tender shall be accompanied by of Earnest Money Deposit Rs.89,000/-The tenderer shall pay
Earnest Money Deposit by pay order/demand draft issued in favour of Commissioner, Surat Municipal
Corporation, Surat of below mentioned banks only. The Earnest Money Deposit in the form of FDR or cheque
shall not be accepted. The tenderer shall have to mention details of Earnest Money Deposit on the seal cover of
Earnest Money Deposit. The tender received without Earnest Money Deposit shall be out rejected.
The instruments for A. The Tender shall be accompanied by of Earnest Money Deposit Rs. 89,000/-The
tenderer shall pay Earnest Money Deposit by pay order/demand draft issued in favour of Commissioner, Surat
Municipal Corporation, Surat of below mentioned banks only. The Earnest Money Deposit in the form of FDR
or cheque shall not be accepted. The tenderer shall have to mention details of Earnest Money Deposit on the seal
cover of Earnest Money Deposit. The tender received without Earnest Money Deposit shall be out rejected.
The instruments for Earnest Money Deposity shall be issued by or payable/encashable at Surat Branch of the
said banks only.
(A) Guarantees issued by following banks will be accepted as SD/EMD on permanent basis
- All Nationalized Banks
(B) Gaurantees issued by following Banks will be accepted as SD/EMD for the period up to March 31, 2026 as
per GR NO. FD/MSM/c-file/04/2024/2859/D.M.O. Dt. 01/05/2025. The Validity cut-off date in the GR is with
respect to the date of issue of Bank Guarantee irrespective of the date of termination of Bank Guarantee.
(2) A U Small Finance Bank
(3) Bandhan Bank
(4) City Union Bank
(6) DBS Bank India Limited
(8) Dhanlaxmi Bank
(9) Equitas Small Finance Bank
(10) FEDERAL Bank
(13) ICICI Bank
(15)IDFC First Bank
(16)INDUSIN Bank
(17) Jammu and Kashmir Bank
(18) Jana Small Finance Bank
(19) Karnataka Bank
(20) Karur Vysya Bank
(21) Kotak Mahindra Bank
(23) South Indian Bank
(24) Standard Chartered Bank
(25) Tamilnadu Mercentile Bank
(26) Ujjivan Small Finance Bank
(28) Ahmedabad Mercantile Co-Op. Bank
(29) Nutan Nagrik Sahakari Bank Ltd.
(30) Rajkot Nagrik Sahakari Bank Ltd.
(31) Saraswat Co-Operative Bank Ltd.
(32) SBPP Co-operative Bank Ltd.
(33) SVC Co-Operative Bank LTD.
(34) The Cosmos Co-op Bank Ltd.
(35) The Gujarat State Co-Operative Bank
(36) The Surat District Co-Operative Bank
(37) The Surat Pepole’s Co-Op. Bank Ltd.
(38) The Baroda Central Co-operative Bank
(39) The Panchmahal District Co-operative Bank
(40) The Kalupur Commercial Co-Op. Bank
(41) The Rajkot Commercial Co-Op Bank
(42) The Banaskantha Mercantile Co-Op Bank LTD
(43) Gujarat Gramin Bank
B. The Earnest Money Deposit (Tender guarantee) will be forfeited in the event, the successful tenderer
fails to accept the contract and fails to submit the Performance Guarantee Bond to the owner as stipulated in
this tender documents within ten days after receipt of notice of award of contract. In such case owner may
disqualify the tenderer from tendering for further works,under the jurisdictions of the Corporation (S.M.C.).
C. The Earnest Money Deposit of the successful tender shall be returned after the performance
guarantee bond, as required, if furnished by the contractor.
D. No interest shall be paid by the owner on any tender guarant.
IT-08 INCOME TAX CLEARANCE CERTIFICATE
In view of the latest circular of IT Department IT clearance certificate is not required. However the contractor
shall give zerox copy of the PAN card.
IT-09 PREPARATION OF TENDER DOCUMENTS :
Tenderers are requested to note the following while preparing the Tender Documents:
A. Technical bid, EMD and Tender fees shall be submitted on the Tender Form bound herein in English. All
tender items and statements shall be properly filled in. Numbers shall be stated both in words and in figures
where so indicated, and signatures of all persons signing shall be in longhand.
B. Technical Bid shall be accompanied by the prescribed tender security bond and other required documents
and drawings. All witnesses and sureties shall be persons of status and probity and their full names,
occupations and address shall be stated below their signatures. All signatures in the Tender Documents
shall be dated.
C. Variations to the Contract Documents requested by the tenderer may be affixed to the Tender Document in
the space available and duly signed and stamped. Such variations may be approved or refused by the
Engineer at the time of adjudications of Tenders, and in either case the Engineer is not obliged to give
reasons for his decisions.
D. Delivery of Tenders shall comply with Notice inviting tenders as to place, date and time.
E. Price Bid shall be submitted online. Tenderers are requested to quote for all four parts of the tender.
IT 10 SUBBMISSION OF TENDERER DOCUMENT
Following documents shall be submitted in hard copy to Surat Municipal Corporation:
Earnest Money Deposit as mentioned in the Tender.
Tender Fees as mentioned in the tender
Affidavit of Annexure A on Non Judicial Stamp Paper of Rs.300/-
Addenda-Corrigendum (if any) duly signed by Contractor.
Technical bid and price bid are not to be submitted in physical form. Please note that non submission of
Technical Bid as well as price bid does not absolve the bidders from any liability created from the bid
condition and bidding process. Technical-Bid and Price Bid in hard copy shall be submitted by Successful
bidder upon intimation from Surat Municipal Corporation.
As per City Engineer Shri Note No. 61, Dt. 05/02/2025
Demand Draft for E.M.D. & Tender (Bid) fee shall be submitted in electronic format through
online mode (by scanning) while uploading the bid. This submission shall mean that E.M.D. & tender fee
are received for purpose of opening of the bid. Accordingly, offer of those shall be opened whose E.M.D.
& tender (bid) fee is received electronically. However, for the
purpose of realization of D.D. bidder shall send the D.D. in original through RPAD / Speed post as per to
reach to Chief Accountant, SMC within 7 days from the last date of online submission of the bid as per
Penaltative action will be taken for not submitting original Demand Draft in the account department of
Surat Municipal Corporation within 7 days from the last date of online submission of the bid for the first
time as mentioned below.
Sr. No. Tender Amount Penalty Amount in Rs.
1. Up to Rs. 1 Crore Rs. 10,000/-
2. More than Rs. 1 Crore and Upto Rs. 10 Crore Rs. 20,000/-
3. More than Rs. 10 Crore and Upto Rs. 50 Crore Rs. 30,000/-
4. More than Rs. 50 Crore and Upto Rs. 100 Crore Rs. 70,000/-
5. More than Rs. 100 Crore Rs. 1,00,000/-
If bidder will not submit the penalty amount within 10 days to Surat Municipal Corporation and/or
bidder will not submit the demand draft in original for the second time and after, Penaltative action shall
be taken for abeyance of registration and cancellation of E-tendering code for 6 (six) months.
Any documents in supporting of bid shall be in electronic format only through online (by Scanning) &
hard copy will not be accepted separately.
1 COVER-1 : Technical Bid
1.E.M.D and Tender Fees for the work of Annual Rate Contract For Repairing, Maintenance and
new work of footpath & watertable, divider, chainlizer, traffic island, activity area, P.C.C and
laying cement concrete Guard Stone and Setting/Resetting stone paving/ Pever block work in
Sub Zone-1 in Sin South Zone-A,(Udhana).along with other Documents in Hard Copy upto Dt.
25/08/202618:00 hrs. Also mention the name of tenderer, address, tender notice number etc. on the
2.(ii) PRICE BID Price bid for the work of Annual Rate Contract For Repairing, Maintenance
and new work of footpath & watertable, divider, chainlizer, traffic island, activity area, P.C.C
and laying cement concrete Guard Stone and Setting/Resetting stone paving/ Pever block work
in Sub Zone-1 in South Zone-A(Udhana).shall be submitted online.
3.The name of work to be written on cover shall be Annual Rate Contract For Repairing,
Maintenance and new work of footpath & watertable, divider, chainlizer, traffic island, activity
area, P.C.C and laying cement concrete Guard Stone and Setting/Resetting stone paving/ Pever
block work in Sub Zone-1 in Sin South Zone-A(Udhana).Also mention the name and the address
of tenderer, tender notice number on the cover and to be submitted to the Chief Accountant, Surat
Municipal Corporation, Muglisara, Surat – 395
2 Tenderer shall be required to submit the enlisted documents as mentioned below in Cover-1. If necessary
document founds insufficient then the Price Bid of the tenderer shall not be opened.
(a) The tender shall be accompanied by Earnest Money Deposit of Rs.89,000=00 The tenderer will pay
Earnest Money Deposit by Pay Order/Demand Draft issued in favour of "Commissioner, Surat
Municipal Corporation, Surat" by Nationalized Bank.
(b) A covering letter detailing various considerations considered in tender shall invariably be given.
(c) Passport size photographs of all the partners (incase of partnership firm) to be fixed on relevant
Page of the tender documents.
3. (a) List of tools, plants and equipments with tenderer in detail.
(b) Technical establishment/staff of the tenderer in required Performa with their names, qualifications and
(c) Tenderer shall furnish along with the tender, information regarding Income tax circle of the district
in which he is assessed for income tax with PAN No.
4. Submission of a tender by a tenderer shall mean that he has read this notice and contract documents and has
made himself aware of the scope and specifications of the work to be done and of conditions and nature of
required quantities of Materials stores, tools and plants etc.that may be required by him in carrying out the
work and of local conditions and laws and bylaws of the Government, Surat Municipal Corporation and other
factors bearing influence on the execution and cost of the works.
5. E.M.D., Tender Fee and other necessary document in hard copy shall be received by Registered Post A.D. or by
Speed Post through Postal Authority only by the "Chief Accountant, Surat Municipal Corporation, Muglisara,
Surat-395003 upto 25/08/2026up to 18:00 hrs.
The same will be opened probably on the 18/08/2026, 11:00 hrs.(Technical Bid- Soft Copy) (Probable) &
27/08/2026(Technical Bid-Hard copy) onwards (Probable) in the presence of the tenderers, who shall emain
present in the office of "Tender opening officer, Surat Municipal Corporation, Surat. Late tenders (i.e. tenders
received after the specified time of opening), delayed tender (i.e. tenders received before the time of opening
but after due date and the time of receipt of tender) shall not be considered at all. Tenders received by
Registered Post A.D./ Speed Post after the time and the date specified in the tender notice shall not be
received by the client from the postman. Such tenders if received will not be opened and will stand rejected.
6. Tender shall stand rejected if:
1. Any eraser is made in the tender unauthenticated or any page or pages is/are removed or replaced.
2. The tenderer shall submit the tender which satisfied each and every conditions laid down in the notice
tender documents, failing which the tender will be liable for rejection.
3. Tenderer's tender/quotation containing conditions shall be liable for rejection out rightly without
assigning any reason for the same.
4. Stipulates the validity period less than what is stated in the form or tender.
5. Stipulates his own conditions.
6. Does not quote his rates inclusive of Octroi duty and other terminal or sales tax or CENTRAL taxes in
7. Does not disclose the full names and address of all his partners in the case of partnership firm.
8. Does not pay the Earnest Money Deposit by Demand Draft/Pay order and Tender Fees with Technical
9. Does not submit the tender before the stipulated time and specified date in the Account Office as
10. Does not attached the document mentioned.
11. The tenderer proposes any alteration in the work specified in the tender or in the time limit allowed for
carrying out the work or any other condition.
7. All corrections, additions or posted slips to be initialed by the tenderer.
8. All page of tender documents including specifications should be initialed by the contractor.
9. The tenderer shall submit the tender which satisfies each and every conditions laid down in this notice and
tender documents failing which the tender is liable for rejection.
10. Notice of inviting tenders shall be a part of the contract documents.
11. Acceptance of tenderer/quotation will rest with the competent authority of Surat Municipal Corporation who
does not bind himself to accept the lowest and reserves the right to accept or to reject any or all
quotations/tenders and no reasons will be given for acceptance or rejection thereof.
12. The contractor shall also attach list of machineries, tools, plants, equipments which he propose to deploy for
13. All octroi duty and other taxes chargeable by the Municipal Corporation shall be payable by the Contractor.
14. Tender once accepted shall be binding on the contractor even if the formal agreement is not signed.
15. Tender once offered can not be withdrawn except with the permission of head of the concerned department,
Surat Municipal Corporation, Surat.
16. The successful tenderer shall be required to enter in to agreement with Municipal Corporation after placing
the work order for the said work from SMC.
17. The successful tenderer may be required to furnish surety of 20% of the contract value on stamp paper if so
desired by the Municipal Commissioner.
18. The tenderers are requested to give complete specification of work quoted.
19. Unless specifically mentioned by the tenderer for the extra payment of taxes on price quoted by them it will be
presumed the prices quoted are inclusive of the all taxes and no claim will be entertained for payment of
extra taxes on the bills submitted by them.
20. The Price-bid will be opened only after technical clarifications are clarified.
21. Surat Municipal Corporation reserves the right to open or not to open any or all Price-bid without assigning any
reason thereof.
IT-11 TENDER VALIDITY PERIOD :
The validity period of the tender submitted for this work shall be of one hundred twenty (120) Calendar day
from last date of submission of tender and that the tenderer shall not be allowed to withdraw or modify the
tender offer on his own during the validity period. The tenderer will not be allowed to withdraw the tender or
make any modifications or additions in the terms and conditions of his own in his tender. If this is done then
the owner shall, without prejudice to any right or remedy, be at liberty to reject the tender and forfeit the Earnest
Money Deposit in full.
IT-12 SIGNING OF TENDER DOCUMENTS :
If the Tender is made by an individual it shall be signed with his full name above his current address. If he
tender is made by a Proprietary firm it shall be signed by the proprietor above his name and the name of his firm
with his current address.
If the tender is made by a firm in partnership it shall be signed by all the partners of the firm above their full
names and current addresses, or by a partner holding the power of attorney for the firm signing the Tender in
which case a certified copy of the power of attorney shall accompany the Tender. A certified copy of the
partnership deed, current addresses of all the partners of the firm shall also accompany the tender.
If the tender is made by a limited company or a limited Corporation, it shall be by a duly authorised person
holding the power of attorney for signing the Tender in which case a certified copy of the power of attorney
shall accompany the Tender. Such limited company or Corporation may be required to furnished satisfactory
evidence of its existence before the contract is award.
All witnesses and sureties shall be persons of status and probity and their full names, occupations and addresses
shall be stated below their signatures. All signatures in the Tender document shall be dated.
IT-13 WITHDRAWAL OF TENDERS :
If, during the Tender validity period, the Tenderer withdraws his Tender, the Tender Security (Earnest Money)
shall be forfeited and the Tenderer may be disqualified from tendering for further works under the jurisdiction
of SURAT MUNICIPAL CORPORATION
IT-14 INTERPRETATIONS OF TENDER DOCUMENT :
Tenderers shall carefully examine the tender documents and fully inform themselves as to all the conditions and
matters which may in any way effect the work or the cost thereof. Should a tenderer find discrepancies or
omission from the specifications or other documents, or should be in doubt as to their meaning, he should at
once address querry to the Divisional Head provided for concerned authority as referred in the Tender
Document in Clause GC-01 (Definitions and interpretations) of the (General Condition of Contract). Any
resulting interpretation of the Tender documents will be issued to all Tenderers as an addenda corrigendum.
Verbal clarification and / or information given by the SMC / Consulting Engineer shall not be binding on the
Municipal Corporation.
IT-15 ERRORS AND DISCREPANCIES IN TENDERS :
In case of conflict between the figures and words in the rates, the rates expressed in words shall prevail and
apply in such cases.
IT-16 MODIFICATION OF DOCUMENTS :
Modification of specifications and extension of the closing date of the tender, if required, will be made by an
addendum. Copies of each addendum will be sent to all tenderers. These shall be Signed and shall form a part
of tender. The tenderer shall not add to or amend the text of any of the documents except in so far as may be
necessary to comply with any addenda.
Addenda form part of the contract documents & full consideration shall be given to all addenda in the
preparation of tenders. Tenderers shall verify the number of addenda issued, if, any and acknowledge the receipt
of all Addenda in the Tender. Failure to acknowledge may cause the Tender to be rejected.
A. The Engineer of the owner may issue Addenda to advise Tenderers of changed requirements. Such
addenda may modify previously issued Addenda.
B. No Addendum may be issued after the time stated in Notice Inviting Tenders.
IT-18 TAXES AND DUTIES ON MATERIAL
The Contractor shall be liable to payment of all the Central/ State/Local Bodie's Levies,/ GST/ taxes or duties
etc. The SMC shall neither bear it nor reimburse at any time but will ensure deduction of
Central/State/Local levies/GST and taxes at Source at the rate provided under the relevant statutes from time
to time inforce.
1% Construction Cess will be deducted from respective R.A. Bill and Final bill in accordance with the
prevailing norms of Govt. of Gujarat.
GST CLAUSE FOR CONSTRUCTION / ERECTION / COMMISSIONING / INSTALLATION / REPAIRS /
MAINTENANCE / RENOVATION / FABRICATION OF STRUCTURE INCLUDING BUILDING (MEANS
ALL WORKS CONTACT / TURN KEY PROJECTS / SUPLY OF MATERIAL / GOODS )
GST (Goods & Service Tax) has come in existence from 1 july 2017. Contract / Successful Bidder is bound to
pay any amount of GST prescribed by the Govt. of India as per the Terms of Contract agreed upon during the
course of execution of this Contract.
During the course of execution of contract. if there is any change in Rate of GST (Goods & Service Tax) by the
Goverment the same shall be reimbursed / recovered separately by SMC subject to the submisson of Original
Recepit / proof for the amounts actually remitted by the successful Tenderer / Contractor to the competent
authority along with a certificate from Chartered Accountant of Contractor / Succesful Biddder certifying that
the amount of GST paid to the Goverment and the same shall be intimated / submitted /claimed within 30 Days
form the date of payment Remittance of GST within sipulated period shall be the sole responsibility of the
Succesful Bidder / Contracter failier which SMC and decision of Municipal Commissioner shall be final and
binding on the Contracter / Succesful Bidder in this regard Further the nonpayment of GST to the Goverment
may lead to the termination of contact and forfeiture of security Deposite / Performence Gurantee Amount.
If imposition of any other new Taxes / Duties / Levies / Cess orany other incidentals etc. or any increase in the
existing Taxes / Duties / Levies / Cess or any other incidentals etc. (Excluding GST ) are imposed during the
course of the contract the same shall be borne by the Contracter / Succesful Bidder only in no case SMC shall
be liable for the same.
IT-19 EVALUATION OF TENDERS :
As per IT (04), Experience of the Contractor shall be considered for Similar kind of works.
IT-20 EVALUATION OF TIME REQUIRED FOR COMPLETION :
The time required for completion of work shall be considered as indicated by the tenderer in the completion
schedule attached with the tender. The completion period mentioned in this schedule is to be reckoned from
11th day from the date of work order to proceed. Total completion period is calendar months from 11th day
from date of issue of work order and tenderers should adhere to this delivery time.
IT-21 POLICY FOR TENDER UNDER CONSIDERATION :
Tenders shall be termed to be under consideration from the opening of the tender until such time an official
announcement of award is made.While tenders are under consideration, tenderers and their representative or
other interested parties are advised to refrain from connecting by any means Municipal Corporation or
representatives on matters related to the tenders under study. The Engineer's representative if necessary will
obtain clarification on tenders by requesting information from any or all the tenderers either in writing or
through personal contact, as may be necessary. The tenderers will not be permitted to change the substance of
his tender after price submission. Non-compliance with this provision shall make the tender liable for
IT-22 PRICES AND PAYMENTS :
The tenderer must understand clearly that the price quoted are for the total works or the part of the total works
quoted for and include all costs due to materials labour, equipment, supervisions, other services, royalties and
Octroi etc. and to include all extras to cover the cost. No claim for additional payment beyond the prices quoted
will be entertained and the tenderer will not be entitled subsequently to make any claim on any ground
excepting for the condition laid down in GC-35 (Price Adjustment).
IT-23 PAYMENT TERMS :
The terms of payment are defined in the General Conditions of Contract. The Municipal Corporation shall not
under any circumstances relax, their terms of payment and will not consider any alternative payment terms.
Tenderers should therefore in their own interest note this provision to avoid rejection of their tenders.
Award of the Contract or the rejection of tenders will be made during the Tender validity period stated in the
Notice Inviting Tenders.
A. After all contract contingencies are satisfied and the Notice of Award is issued, the successful Tenderer
shall execute the Contract Agreement within the time stated in the Notice Inviting Tenders and shall furnish
the Bond as required herein. The Contract Agreement shall be executed in the form stipulated by the owner.
A copy of the required form is included in the contract documents.
B. If the Tenderer receiving the Notice of Award fails or refuses to execute the Contract Agreement within the
stated time limit or fails or refuses to furnish the Bond as required herein, the SMC may annul his award
and declare the tender security forfeited.
C. A Corporation, Partnership firm or other consortium acting as the Tenderer and receiving the Award shall
furnish evidence of its existence and evidence that the officer signing the Contract Agreement & Bonds for
the Corporation, partnership firm or other consortium acting as the Tenderer is duly authorised to do so.
IT-25 SIGNING OF CONTRACT :
The successful tender shall be required to pay the security deposit and to execute the contract within 10 days of
receipt of intimation to execute the contract, failing which the Municipal Corporation will be entitled to annul
the award and forfeit the Earnest Money Deposit. The person to sign the contract document shall be person
detailed in Article IT-12.
IT-26 DISQUALIFICATION :
A tender shall be disqualified and will not be taken for consideration if:-
(a) The outer envelope does not show on the outside the reference of bid and thus get opened before the due
date of opening (as per Article IT-10 i.e. Submission of Tender Document).
(b) The tender Security Deposit is not deposited in full and in the manner i.e. Earnest Money Deposit.
(c) The tender is in a language other than English or does not containits English Translation in case of other
language adopted for tender preparation.
(d) The tender documents are not signed by an authorised person.
(e) The general performance data for qualification not submitted fully.
(f) The tenderer does not agree to deposit security amount as specified (as per Article IT-25 i.e. Signing of
(g) The tenderer does not agree to payment terms defined as per ArticleIT-23 i.e. Payment Terms.)
(h) Conditional tender.
A. Tenderer may further be disqualified if :
(a) Price variation is proposed by the Tenderer on any principlesother than provided in the Tender
(b) Completion schedule offered is not consistent with thecompletion schedule defined and specified in
tender documents.
(c) The validity of tender is less than that mentioned in Article IT-11 i. e. Tender Validity Period.
(d) Any of the page or pages of tender is/are removed or replaced.
(e) All corrections or pasted slips are not initialed by tenderer.
(f) Any erasure is made in the tender.
IT-27 PERFORMANCE GUARANTEE (SECURITY DEPOSIT)
As a contract security the tenderer to whom the award is made shall furnish a performanceguarantee (Security
Deposit) for amount equal to Two percent (2%) of the contract price to guarantee the faithful performance completion
and maintenance of the works of the contract in accordance with all the conditions and terms specified herein and to the
satisfaction of theEngineer and ensuring the discharge of all obligations arising from the execution of contract, inone of
the forms mentioned below.
(a) Initial Security Deposit of 2% (Shall be Released after completion of final bill as well as on completion of audit
related procedure)
(b) 7% Retention money (2% SD + 5% Additional retention Money) deposit to be deducted from running bills (Shall be
released with final bills)
Note: 2% Initial Security deposit shall be deposited in the form of Cash/DD/Pay order only.
Security deposit shall be paid in time and if it is paid after ten (10) days from the date of preliminary work order then the
penalty of 0.065 % per day of the amount of security deposit shall be recovered from the contractor while receiving the
security deposit. On due performance and completion of the contract in all respects, the performance guarantee
(security deposit) will be returned to the contractor after the defect liability period and on completion of audit related
procedure. It is clarified that the amount of security deposit shall be collected on the basis of Contract Price and not on
the basis of estimated amount put to tender. As initial Security Deposit Two percent (2%) of the tendered amount
accepted by the competent authority shall have to be paid towards security deposit at the time of execution of
agreement. This will be known as initial security deposit which will be released after the total completion of contract
after completion of final bill as well as defect liability period & on completion of audit related procedure.
Seven percent (7%) shall be deducted from running bills as retention money.
IT-28 STAMP DUTY :
The successful tenderer shall have to enter into an agreement on a non-judicial stamp paper of Rs.4.90% of S.D.
Amount, if S.D. Amount in FDR and otherwise as per the form of the agreement approved by the Municipal
Corporation, Surat.
The agreement shall be executed on stamp paper worth Rs.4.90% of S.D. Amount.
The surety shall be executed on stamp paper worth Rs. 300/-
IT-29 BRAND NAMES :
Specific references in the specifications to any materials by tender's name, or catalogue number shall be
construed as establishing a standard or quality and performance and not as limiting competition and the tenderer
in such cases, may at their option freely use any other product, provided that it ensures and equal or higher
quality than the standard mentioned and meets Municipal Corporation approval.
IT-30 NON-TRANSFERABLE :
Tender documents are not transferable.
IT-31 COST OF TENDERING :
The owner will not defray expenses incurred by Tenderers in tendering.
IT-32 DEFECT OF TENDER :
The Tender for the work shall remain open for a period of 120 calendar days from the date of receipt of the
tenders for this work and that the tenderer shall not be allowed to withdraw or modify the offer on his own
during the period. If any tenderer withdraws or makes any modifications or additions in the terms and
conditions on his own, then the Municipal Corporation, shall without prejudice to any right or remedy, be at
liberty to reject the tender and forfeit the earnest money in full.
IT-33 CHANGE IN A QUANTITY :
The Surat Municipal Corporation reserves the right to waive any informality in any tender and to reject one or
all tenders without assigning any reasons for such rejections and also to very to quantities of items or group as
specified in the Schedule of price as may be necessary. Claim what so ever by the contractor on the basis of
variation of quantities shall not be entertained.
IT-34 NEW EQUIPMENT AND MATERIAL ;
All materials, equipment and spare parts thereof shall be new, unused and originally coming from
manufacturer's plant to the Corporation. The rebuilt or overhauled equipment/materials will not be allowed to
be used on work.
IT-35 RIGHTS RESERVED ;
The SMC reserves the right to reject any or all tenders, to waive any informality or irregularity in any tender
without assigning any reasons. The SMC further reserves the right to withhold issuance of the notice to
proceed, after execution of the contract agreement, for the period of time stated in the notice inviting tenders
and no additional payment will be made to the successful tenderer on account of such withholding. The SMC
is not obliged to give reasons for any such action.
IT-36 Municipal Commissioner reserves the right to reduce the scope of work and split the tender in two or more parts
without assigning any reason even after the award of contract.
IT-37 No mobilisation advance or advance on machinery will be given.
IT-38 The scope of work is clearly mentioned in the tender documents. The contractor shall have to carry out the work
in accordance with the details specifications. No conditions will be accepted. The conditional tender will be
liable to be rejected.
IT-39 The surplus excavated earth, after backfilling the trenches shall have to be removed from the site as directed.
After compaction and consolidation, if any short fall of earth is found then contractor has to bring the same to
the required quantity in order tomeet shortfall at his own cost. More over, if any settlement of road after
reinstatement is observed during the defect liability period of the work. Contractor shall be fully responsible for
the defective work and patches/ depression / settlement shall be repaired with quarry spoil or metal at
contractor's own cost. If contractor fails to repair the patches / depression / settlement in time, corporation will
repair it at all risk and cost of contractor.Surplus earth shall not be disposed off in a way that leads to nuisance
to the public or SMC
GST CLAUSE FOR CONSTRUCTION / ERECTION / COMMISSIONING / INSTALLATION /REPAIRS /
MAINTENANCE / RENOVATION / FABRICATION OF STRUCTURE INCLUDING BUILDING (MEANS
ALL WORKS CONTRACT / TURN KEY PROJECTS / SUPPLY OF MATERIAL /GOODS).
GST (Goods & Service Tax) has come in existence from 1st July, 2017. Contractor / Successful Bidder is bound
to pay any amount of GST prescribed by the Govt. of India as per the Terms of Contract agreed upon during the
course of execution of this Contract.
During the course of execution of Contract, if there is any change in Rate of GST (Goods & Service Tax) by the
Government, the same shall be reimbursed / recovered separately by SMC, subject to the submission of Original
Receipt / Proof for the amounts actually remitted by the Successful Tenderer / Contractor to the Competent
Authority along with a Certificate from Chartered Accountant of Contractor / Successful Bidder certifying that
the amount of GST paid to the Government and the same shall be intimated / submitted / claimed within
(Thirty) Days from the date of payment. Remittance of GST within stipulated Period shall be the sole
responsibility of the Successful Bidder / Contractor, failing which, SMC may recover the amount due, from any
other payable dues with SMC and decision of Municipal Commissioner shall be final and binding on the
Contractor / Successful Bidder in this regard. Further, the non-payment of GST to the Government may lead to
the termination of contract and forfeiture of Security Deposit / Performance Guarantee Amount.
If imposition of any other new Taxes / Duties / Levies / Cess or any other incidentals etc. or any increase in the
existing Taxes / Duties / Levies / Cess or any other incidentals etc. (Excluding GST) are imposed during the
course of the contract, the same shall be borne by the Contractor / Successful Bidder only, in no case SMC shall
be liable for the same.
The Contractor will submit the invoice to the SMC having GSTIN of SMC mentioned therein and the taxes
shall be shown separately on the face of the Invoice so as to claim as ITC by SMC.
IT-41 No escalation charge/rates shall be paid by SMC in anycase.
IT-42 Contractor must be submitted The cement/steel/Chemical Bill (Original Bill) billwise.
IT-43 Contractor must be submitted royalty pass (zerox).
IT-44 All the taxes should be bear by agency & it should be applicable as per government resolution (of change
periodically) & No compensation/Reimbersion should be given to theagency.
IT-45 TAX INVOICE FOR PAYMENT OF WORK (AS PER GST RULES)
The contractor shall submit all bills on the Prescribed format, include in Tender for purpose of payment of the
work to the office of the Engineer-in-charge.
IT-46 TESTING OF CEMENT AND STEEL
It should be specifically noted that the cement and steel brought by the contractor at site of work shall be used
only after the same is tested at the approved laboratory as per the direction of the Engineer-in-charge. Such
approved laboratory may be located at Surat, Baroda, and Ahmedabad or Mumbai.
All the charge for the transport and testing of the samples shall have to be borne by the contractor. The
frequency of testing such material shall be in accordance to the relevant Indian Standards as directed by Engineer-in-
Executive Engineer,
South Zone-A (Udhana)
Surat Municipal Corporation
SIGNATURE OF THE CONTRACTOR.
SURAT MUNICIPAL CORPORATION
PERCENTAGE RATE TENDER & CONTRACT FOR WORKS
GENERAL RULES AND DIRECTIONS FOR THE GUIDANCE OF CONTRACTORS :-
(1) All work proposed to be executed by contract shall be notified in a form of invitation to tender pasted on a
board hung up in the office of the Engineer & signed by the Engineer.
This form will state the work to be carried out as well as the date/or submitting and opening tenders and the
time allowed for carrying out work, also the amount of earnest money to be deposited with the tender and
the amount of the Security Deposit to be paid by the successful tenderer and the percentage, if any, to be
deducted from bills. It will also state whether a refund of quarry fees, royalties, octroi dues and ground rent
will be granted. Copies of the specifications, designs and drawings and estimated rated scheduled rates and
any other documents required in connection with the work which shall be signed by the Engineer- in-charge
for the purpose of identification shall also be open for inspection by contractors at the office of the Engineer-
in- charge during office hours.
Where the work are proposed to be executed according to the specifications recommended by a
contractor and approved by a competent authority on behalf of the corporation, such specifications with
designs and drawings shall form part of the accepted tender.
(2) In the event of the tender being submitted by a firm, it must be signed separately by each partner thereof, or in
the event of the absence of any partner, it shall be signed on his behalf by a person holding a power of
attorney authorising him to do so.
(3) Receipts for payments made on account of any work, when executed by a firm, shall also be signed by all the
partners, except where the contractor are described in their tender as a firm, in which case the receipts shall be
signed in the name of the firm by one of the partners or by some other persons having authority to give
effectual receipts for the firm.
(4) Any persons, who submit tender shall fill up the usual printed form including the `Column' total
according to estimated quantities, stating at what rate he is willing to undertake the each item of the works,
Tenders which proposal any alterations in the work specified in the said form of invitation to tender or in the
time allowed for carrying out the work or which contain any other conditions of any short, will liable to
be rejection No.single tender include more than one will liable to be rejection No. single tender include more
then one work but contractors who wishs to tender for each. Tender shall have (to which they refer) written
outside the envelope.
(5) The Commissioner or his duly authorised assistant shall open tender in the presence of any intending contractors
who have submitted tender or their representatives who may be present at the time.In the event of a tender
being accepted, the contractor shall there upon for the purpose of identification, sign the copies of the
specifications and other documents mentioned in this tender. In the event of the tender being rejected, the
divisional officer shall authorised the accountant to refund the amount of earnest money deposited to the
contractor making the tender on his giving a receipt for the returned of the money.
(6) The officer competent to dispose of the tender shall have the right of rejecting all or any of the tenders.
(7) No receipts for any payment alleged to have been made by a contractor in regard to any matter to this
tender shall be valid and binding on corporation unless it is signed by the Engineer-in- charge.
(8) The memorandum of work to be tendered for and the schedule of materials to be supplied by the concern
department and their rates shall be filled in and completed by the officer of the Engineer- in-charge before the
tender form is issued. If a form issued an intending tenderer has not been so filled in and completed, he
shall request the said officer to have this done before he completes and delivers his tender.
(9) All works shall be measured net by standard measure and according to the rules and customs of the Public
Works Department without reference to any local custom.
(10) Under no circumstances shall any contractor be entitled to claim enhanced rates for any items in this contract.
(11) Every contractorInstructed to provide,a solvency certificate of his financial stability from the bank
maintioned in this tender.
(12) All corrections and additions or pasted slips should be initiated.
(13) The measurement of work will be taken according to the usual method in use in the public works department
and no proposals to adopt alternative methods will be accepted. The Engineer-in-charge decision as to what is
"the usual method in use in the public works department" will be final.
(14) A.The Insurance Company's bond will not be accepted against the Security Deposit.
(15) The contractor shall have to attach to his tender Income Tax Clearance Certificate to be obtained from the
Income Tax Officer.
(16) The Contractor will have to construct a shed for storing control and valuable materials issued to him under
Schedule-`A' of the agreement at work site having double locking arrangement. The materials will then be
taken for use in the presence of the department person. No materials will be allowed to be removed from the
site of work except with the written permission from Engineer- in-charge.
(17) No foreign exchange will be released by the Corporation for the purpose of plant and machineries required for
the execution of the work contracted for.
(18) Controlled materials (Essentiality certificate)
(i) As regard controlled materials the Corporation will help to arrange for the permit as far as possible and
help the contractor in securing for the permit as far as possible and help the contractor in securing the same.
All incidental charges met with in procuring these materials shall be borne by the contractor himself. Though
the Corporation will help to arrange for the permit as far as possible and help the contractor in obtaining
the materials it shall not accept any responsibility for any delay or loss on account of delay caused to the
contractor while obtaining the same.
(ii) The contractor shall submit to Engineer-in-charge on Close of every calender months, the monthly returns in
the prescribed forms as to the receipt and actual use of the controlled materials during the month.
(iii) The contractor shall permit the Engineer- in- charge or his representatives to inspect the stock of the
controlled materials stored by him at any time, whenever the Engineer-in- charge or his representatives so
(19) The tender for work shall remain open for a period of 120 days from the date of opening of the price bid for this
works and that the tenderer shall not be allowed to withdraws or modify the offer on his own during this
period. If any tenderer withdraws or makes any modifications or addition/s in the terms and conditions of his
tender, not acceptable to the corporation them the corporation shall without prejudice to any right or remedy
be at liberty in full the said earnest money absolutely (in figures as well as in words). This Blank Space
should be filled in while preparing the draft tender papers.
(20) The contractor shall employee only such labourer who shall produce a valid certificate of having been
vaccinated against small pox within a period of last 3 years.
(21) Tenderer should submit True Copy of the Certificate of Registration alongwith the tender without
which the tender will not be considered.
(22) The contractor shall have to give in writing the date completion of the work within a fortnight from the date of
work completed by him. Otherwise the date noted on the record by the department shall be reawakened as
final and no excuse or representation in that behalf shall be entertained at later date.
(23) "What ever sales tax is levied by the Government on works contract and if paid by the contractor in the first
instance, shall be refunded to the concerned contractor by Corporation.
Executive Engineer,
South Zone -A (Udhana)
Surat Municipal Corporation
Contractor Signature with
GENERAL CONDITION OF CONTRACT
GC-01 DEFINITIONS AND INTERPRETATIONS
1.0 In the contract documents, as herein defined the following words and expression used shall, unless,
repugnant to the subject or context thereof, have the following meanings assigned to them.
1.1 The "Owner/Municipal Corporation, Surat represen-ted by Municipal Commissioner/Add.City
Engineer/Dy.Municipal Corporation any officer authorised by the Municipal Corporation.
1.2 The "Contractor" shall mean the person or the persons, firm of company whose tender has been accepted by
the owner and includes his legal representative successors and permitted assignes.
1.3 The "Engineer-in-charge" shall mean the person designated as such by the owner from time to time and shall
include those who are expressly authorised by the Municipal Corporation to act for and on its behalf for the
operation of this contract.
1.4 "Engineer - in - charge's Representative" shall mean any Engineer or Asstt. to the Engineer-in-charge
designated from time to time by the Engineer-in-charge to perform duties set forth in the Tender documents whose
authority shall be notified in writing to the Contractor by the Engineer-in-charge.
1.5 "Tender" The offer or proposal of the Tenderer submitted in the prescribed form setting forth the prices for
the work to be performed, and the details thereof.
1.6 "Contract Price shall mean total money payable to the Contractor under the contract documents.
1.7 "Addenda" shall mean the written or graphic notices prior to submission of tender which modify or
interpret the contract documents.
1.8 "Contract Time" - The number of consecultative calendar months for the completion of work as stated in
the executed contract agreement.
1.9 "Contract" shall mean agreements between the parties for the execution of works including therein all
contract documents.
1.10 "Tender document" shall mean Designs, Drawings, specifica- tions, agreed variations, if any, and such other
documents constituting the tender and acceptance thereof.
1.11 "The Sub-Contractor" means any person, firm or company (other than the contractor) to whom any part of
the work has been entrusted by the Contractor with the written consent of the Engineer-in-charge and the legal
personnel representative, successors and permitted assigness of such person, firm or company.
1.12 "The Specifications" shall mean all directions' the various technical specifications provisions and
requirements attached to the contract which pertain to the method and manner or performing the work to the quality
of the work and the Materials to be furnished under the contract for the work and any order(s) or instruction (a)
thereunder. It shall also mean the latest Indian Standards Institution Specifications for or relative to the particular
work or part there of, so far as they are not contrary to the Tender specifications or I.S.I. specifications, and in
absence of any tender specifications, the specifications of any other country applied in India as a matter of
Standard Engineering practice and apprroved in writing by the Engineer-in-charge with or without modifications.
1.13 The "Drawing" shall include maps, plans, tracings or prints thereof with any modifications approved in writing
by the Engineer-in-charge and such other drawings, as may, from time to time, be furnished or approved in writing
by the Engineer-in-charge in connection with the work.
1.14 The "Work" shall mean the works to be executed in accordance with the context or the part thereof as the
case may be and shall include extra, additional altered or substituted works as required for the purpose of the
Contract. It shall mean the totally of the work by expression or implication envisaged in the contract and shall
include all material, equipment and labour required for or relative or incidental to or in connection with the
commencement, performance and completion of any work and/or for incorporation in the work.
1.15 The "Permanent work"means works which will be incorporation in and form part of the work to be handed
over to the owner by the contractor on completion of the contract.
1.16 The "Temporary Work" shall mean all temporary works of every kind required in or about the execution,
completion and maintenance ofthe work.
1.17 "Site shall mean the land and other place on, under, on or through which the work is to be carried out and
any other lands or places provided by the Municipal Corporation for the purpose of the Contract together with any
other places designated in the Contract as forming part of the site.
1.18 "The Construction Equipment" means all appliance/equipments of whatever nature required in or for execution,
completion or maintenance of work or temporary works (as hereinafter defined) but does not include Materials or
other things intended to form or forming part of the permanent work.
1.19 "Notice in Writing or Written Notice" means a notice written, types or printed form delivered personally
or sent by Regisgered post to the latest know private of business address at Registered Office of the Contractor.
1.20 The "Alteration/Variation order" means an orders given in writing by the Engineer-in-charge to effect
additions to or deletion from and alterations in the work.
1.21 "Final Test Certificate" shall mean the final test Certificate issued by the owner within the provisions of
1.22 The "Completion Certificate" shall mean a certificate to be issued by the Engineer-in-charge when the
work has been completed to his satisfaction.
1.23 The "Final Certificate" shall mean the final certificate issued by the Engineer-in-charge after the work is
finally accepted by the owner.
1.24 "Defect Liability Period" shall mean the specified period between the issue of completion Certifi-cate and the
final certificate as specificed in the tender.
1.25 "Approved" shall mean approved in writing including subsequent modification in writing of previous
verbal approval and "Approval" means approved in writing including as aforesaid.
1.26 "Letter of Acceptance"shall mean an intimated by a letter to tenderer that the tender has been accepted in
accordance with provisions contained therein.
1.27 "Order" and "Instruction" shall respectively mean any written order or instruction given by the Engineer-
in- charge within the scope of his powers in terms of the Contract.
1.28 "Running Account Bill" shall mean a Bill for the payment of "On Account" money to the contractor during
the progress of work on the basis of work done and the non-perishable Materials to be incorporated in the work
supplied by the Contractor.
1.29 "Security Deposit" shall mean the deposit to be held by the owner as security for the due performance of
contractual obligations.
1.30 "The appointing authority" for the purpose of Arbitration shall be the Municipal Commissioner, Surat
Municipal Corporation, Surat.
1.31 Retention Money shall mean the money retained from R.A.Bill for due completion of "NET WORK'.
1.32 Unless otherwise specifically stated, the masculine gender shall include the faminine and natural genders
and viceversa and the singular shall include the plural and vice-versa.
GC-02 LOCATION OF SITE AND ACCESSIBILITY
The site of works is within the limits of Surat Municipal Corporation. It is served by all weather roads and
Western Railway Broad Guage line, Government Irrigation Canal Crossing. The intending Tenderer should inspect the
site and make himself familier with site conditions and available communication facilities. Non availability of
access/roads shall in no case be the cause to condon any delay in the execution of the work or be the cause for any
claims or extra compensation.
GC-03 SCOPE OF WORK
The scope of work is defined broadly in the special conditions of Contract and specifications. The Contractor shall
provide all necessary Materials equipment and labour etc. for the execution and of the work till completion. All
Materials that go with the work shall be approved by the Engineer-in-charge prior to procurement and use.
Owner at his discretion may endeavour to provide water to the Contractor at the owner's source of supply at one point at
the rate charged for such works.
The contractor shall make his own arrangement for the distribu- tion pipe net works from the source of supply after
getting prior permission for the same from the Engineer-in-charge. Supply of water shall not be free and the necessary
charges as fixed by the Local Body shall have to be paid by the contractor.
However,owner does not guarantee the supply of water and this does not relieve the contractor of his responsibility in
making his own arrangements and for the timely completion of the work as stipulated.
The Contractor shall have to make his own arrangement for power supply.
LAND FOR CONTRACTOR'S FIELD OFFICE, GODOWN & WORKSHOP
Owner will not be a position to provide land required for Contractors shall have to make his own arrangement for
the same. No land will be provided by S.M..C. to the contractor for constructing his labour and supervisory comp
and other service facilities.
GC-04 RULLING LANGUAGE
The language according to which the contractor shall be constructed and interpreted shall be English. All entries in
the contract documents and all correspon-dence between the contractor and the Municipal Corporation or the
Engineer shall be in English. All dimensions for the Materials shall be given in metric units only.
GC-05 INTERPRETATION OF CONTRACT DOCUMENT
1. The provisions of the General Conditions of Contract and special conditions of contract shall prevail over
those of any other documents of the contract unless specifically provided otherwise. Should there be any
discrepancy, inconsistency error or ommission in the several documents forming the contract, the matter may be
referred to the Engineer-in-charge for his instructions and decision. The Engineer-in-charge's decision in such case
shall the final and binding to the contractor.
2. Works shown upon the drawings but not described in the specifications of described in the specific
specifications without showing on the drawings shall be taken as described in the specifications and shown on the
3. The heading and the marginal notes to the clauses of those general conditions of contract or to the
specifications or to any other part of tender documents are solely for the purpose of giving a concise indication and
not a summary of contents thereof or be used in the interpretation or construction thereof of the contract.
4. Unless otherwise stated specifically, in this contract documents the singular shall include the plural and vice
versa wherever the context so requires. Works implementing persons shall include relevant corporated companies/
registered associations / body of individual / firm of partnership.
5. Not with standing the sub-divisions of the documents into separate sections and volumes every partof each
shall be supplementary to and complementary of every other part and shall be read with and into the context so far as
it may be practicable to do so.
6. Where any portion of the General Conditions of contract is repugnant to or ar variance with any provisions
of the special conditions of contract, then, unless a different intension appears, the provisions of the special
conditions of contract shall be deemed to override the provisions of General conditions of Contract and shall to the
extent of such repugnancy or variance prevail.
7. The Materials, Design and Workmanship shall satisfy the relevant I.S.S.and Codes referred to. If Additional
require- ments are shown in the specifications, the same shall be satisfied over and above I.S.S. and Codes.
8. If the specification mention that the contract shall perform certain work or provide certain facilities, it will
mean that the contractor shall do so at his own cost.
9. The correctness of the details given in the tender documents is not guaranteed. The contracotr shall
independently obtain all necessary information for making the tender. The contractor shall be deemed to have
examined the Contract Documents, to have generally obtained his own information in all matters that might affect the
carrying out of the work or the Tenderer rates. Any error in description of quantity or commission there from shall
not vitiate the contract or release the contractor from executing the work comprised in the contract according to the
Drawings and specifications at the tendered rates. He is deemed to have known the scope, nature and magnitude of
the work and the requirements of Materials and labour involved and as to what all works he has to complete in
accordance with the contract what-soever be the defects, omissions, or errors that may be found in the contract
documents. The contractor shall be deemed to have visited the site and the surroundings,to have satisfied himself to the
nature of all existing structures, if any, and also as to the nature and the conditions of railways, roads, bridges and
culverts, means of transport and communications, whether by land, air or water and as to possible interceptions thereto
and the access and agrees from the site, to have made inquires, examined and satisfied himself as to the sites for
obtaining sand, stones, bricks and other Materials, the sites for disposal of surplus Materials, the available
accommodation as to whatever required, the depicts and such other buildings as may be necessary for executing
and completing the work, to have local independent inquiries as to the subsoil, subsoil water and variation thereof,
storms, prevailing winds, climatic conditions and all other similar matters effecting the work. He is deemed to have
acquinted himself as to his liability for payment of Government taxes, custom duty and other charges.
Any neglect or failure on the part of the contractor in obtaining necessary and reliable information upon the
forgoing or any other matters affecting the contract shall not relieve him from any risks or liabilities or the entire
responsibility from completion of the work at the tendered rates and time in strict accordance with the contract
No verbal agreement or inference from conversation with any officer or employee of the worner either before or after
the execution of the Contract Agreement shall in any way effect or modify any of the terms of obligations herein
GC-06 CONTRACTOR TO UNDERSTAND HIMSELF FULLY
The contractor by tendering shall be deemed to have satisfied himself, as to consideration and cirucmstances affecting
the tender price, as to the possibility of executing the works as shown and described in the contract and to have
fixed his prices accordingg to his own view on these matters and to have understand that no additional allowances
except as otherwise expressely provided, will after words be made beyond the contract price. The contractor shall
be responsible for any misunder-standing or incorrect information given in writting by the Engineer.
GC-07 ERROR IN SUBMISSION
The contractor shall be responsible for any errors or ommissions in the particulars supplied by him. Whether
such particulars have been approved by the Engineer or not, provided that such discrepancies, errors or ommissions be
not due to inaccurate information or particular furnished in writing to the Contractor by the Municipal Corporation
or the Engineer.
GC-08 SUFFICIENCY OF TENDER
The Contractor shall be deemed to have satisfied himself before tendering as to the correctness of the tender rates
which rates shall, except as or other wise provided for, cover all the Contractor's liabilities and obligation set forther or
implied in the contract for the proper execution of work for compliance with requirements of Article GC-19 thereof.
GC-09 DISCREPANCIES
The drawings and specifications are to be considered as mutually explanatory of each other, detailed drawings
being followed in preference to small scale drawings and figures dimension in preference to scale and special
conditions in preference to general conditions. Special direction or dimen- sions given in the specifications shall
supersede all else. Should any discrepanies however, appear or should any misunderstanding arise as to the
meaning and intent of the said specifications or drawings, or as to the dimensions or the quality of the Materials or
the due and proper execution of the works, or as to the measurement or quality and valuation of the works executed
under this contract or as extra there upon the same shall be explained by the Engineer-in-charge and his explanation
shall subject to the final decision of the Additional City Engineer, in case reference be made to him, be binding
upon the contractor shall execute the work according to such explanation (subject to aforesaid) and without addition to
or deduction from the contract and shall also do all such works and things necessary for the proper completion of
the works as implied by the Drawings and specifications, even though such works and things are not specially
shown and described in said specifications. In cases where not particular specifications are given for any article to be
used under the contract, relevant specifications of the Indian Standard Institution shall apply.
GC-10 PERFORMANCE GUARANTEE : (Security Deposit)
The total Security Deposit is 4% (Four) percent of contract value and shall be as under:
The successful tenderer shall have to pay initial security deposit at 2% (two) percent of the tendered amount.
Initial Security Deposit (2%) shall be paid in form Demand Draft/ Pay Order if the Tender Amount of work is
less than Rs. 2.00 crore.
Initial Security Deposit (2%) shall be paid in form Demand Draft/ Pay Order / bank Guarantee (encashable at
Surat city)/ FDR if the tender Amount of work is more than Rs. 2.00 crore & 2.00 crore.
The person/persons whose tender may be accepted [here-in after called the Contractor, which expression shall unless
excluded by or repugnant to the context include his heirs, executors, administrators and assignees shall (within 15 days
of the receipt by him of the notification of the acceptance of his tender) deposit with Municipal Commissioner cash or
Government securities endorsed to the Commissioner sum sufficient which will make up the full security deposit
specified in the tender.
If the amount of the security deposit to be paid in lump sum within the period specified above is not paid the tender
contract already accepted shall be considered as cancelled. The security deposit lodged by Contractor shall be refunded
after the expiry of the Defects Liability period as shown in the attached Memorandum after deducting dues, if any,
which become liable to be recovered from the Contractor under the terms and conditions of this Agreement.
Regarding remittance and release of Security Deposit (SD), Retention money deposit (RMD) following clause will
supersede over and above all the clauses depicted in the tender document.
Tender costing Less than Rs.2.00 Crore.
(a) Remittance of SD/RMD
(i) The total security deposit shall be recovered at the rate of 4% from contractor. Out of which,
50% of amount as Initial Security Deposit shall be payable at the rate of 2% of approved tender
cost in form of Cash or Demand Draft/ Pay Order of any Nationalised Bank (encashable at Surat
(ii) 7% Retention money (remaining 2% SD + 5% Additional retention Money) deposit to be retained from each
running account bill.
(b) Release of SD/RMD
(i) Initial Security Deposit of 2% (Shall be Released after completion of final bill as well as on completion of
audit related procedure)
(ii) 7% Retention money (2% SD + 5% Additional retention Money) deposit to be deducted from running bills
(Shall be released with final bills)
Tender costing Rs.2.00 Crore. & more than Rs.2.00 Crore.
(a) Remittance of SD/RMD
(i) The total security deposit shall be recovered at the rate of 4% from contractor. Out of which, 50% of amount
as Initial Security Deposit shall be payable at the rate of 2% of approved tender cost in form of in Cash or
Demand Draft/ Pay Order / FDR / Bank Guarantee of any Nationalised Bank (encashable at Surat city).
(ii) The remaining amount of the Security Deposit i.e. 2% to be deducted from each running account bill.
(iii) 5% Retention money deposit (RMD) to be retained from each running account bill.
(b) Release of SD/RMD
(i)The 2% Initial security deposit shall be released after clearance of Final bill by Audit Dept.
(ii)Whereas, the 2% security deposit recovered from the each running account bills Shall be released only
after clearance of Final bill by Audit Dept. & completion of defect liability period.
(iii) 5% Retention money deposit (RMD) to be released along with final bill.
The amount recovered from the running bills as security deposit shall not be allowed to the transferred in the form of
Bank Guarantee. However, the remaining 50% (2% of Security Deposit) of the amount so, deducted from running bills
will be allowed for conversion in the form of interest bearing fixed deposit receipt, (FDR) issued in favour of the
Municipal Commissioner, Surat Municipal Corporation, Surat by a Nationalized Bank located at Surat only. Additional
stamp duty payable as per government prevailing rule shall be paid by contractor for remittance of this FDR.
It is clarified that the amount of security deposit shall be collected on the basis of contract price and not on the basis of
Estimated Amount put to tender. As initial Security Deposit as mentioned above, accepted by the competent Authority
shall have to be paid toward Security Deposit at the time of execution of agreement.
Interest will be payable on FDR (that is deducted from Running Bill and converted in to FDR for initial SD) for One
year, after completion of work. After that no further interest shall be paid for any extended period what so ever.
If the Security Deposit is not paid within 10 days from the date of L.O.I. / Work Order than penalty at the rate of0.065%
per day of the amount of Security Deposit will charged. If the Security Deposit is not paid within one month with
interest, necessary actions as per condition of contract will be taken.
If initial Security deposit is paid in form of Fixed Deposit, additional stamp paper amounting As per
government’s prevailing rule of Security Deposit shall be used to execute the agreement.
The undertaking shall be executed on stamp paper worth Rs. 300/-.
The Surety shall be executed on stamp paper worth Rs. 300/-.
GC-11 INSPECTION OF WORK
1. The Engineer in charge will have full power and authority to inspect the work at any time wherever in progress
either on the site or at the contractor's any other manufacturers workshops or factories wherever situated and the
contractor shall afford for Engineer-in-charge every facility and assistance to carry out such inspection. Contractor
or his authorised representative minimum ( B.E Civil ) shall, at all time during the usual working hours and all other
times when so notified or rehabilitation work in progress ,( no work allowed without engineer from contracter and also
without engineer from department) , contracter engineer remain present to receive orders and instructions, orders
given to Contractor's representative shall considered to have the same force as if they had been given to the contractor
himself. Contractor shall give not less than 7 days notice in writing to the Engineer-in- charge before covering up or
otherwise placing beyond reach of inspection and measuring any work in order that the same may be inspected and
measured. In the event of breach of the above, the same shall be recovered at Contractor's expenses for carrying
out such inspection or measurment.
2. No material shall be despatched from contract store on site of work before obtaining approval in writing of the
Engineer-in-charge, Contractor shall provide at all time during the progress of work and maintenance period proper
means of access with ladders, gangways, etc. and the necessary attendance to move and adopt as d irected for
inspection or measurement of work by Engineer-in-charge.
GC-12 DEFECT LIABILITY
1.Contractor shall guarantee the work for a period of 12 months fromthe date of issue of completion certificate. Any
damage or defect that may arise or that may remain undis- covered at the time of issue of completion certificate
connected in any way with the equipment or Materials supplied by him or in the Workmanship be rectified or
replaced by contractor at his own expenses as desired by Engineer-in-charge or in default may cause the same to be
made good by other agency and deduct expenses of which the certificate of Engineer-in-charge shall be final from
any sums that may then or any time thereafter become due to contractor of sale thereof or of a sufficient portion
2.From the commencencement to completion of work contractor shall take full responsibility for the case of the
work including all temporary works and in case any damage, loss or injury shall happen to work or any part thereof or
to any temporary works from any cause whatsoever and shall at his own cost repair and make good the same so that at
completion work shall be in good order and in confirmity in every respect with the requirements of contract and
as per the instructions of the Engineer-in-charge.
3.If at any time before the work is taken over, the Engineer- in-charge shall -
(a) Decide that any work done or Materials used by the contractor are defective or not in accordance with
contract or that work of any portion thereof is defective or do not fulfill the requirements of contract (all such
Materials being hereinafter called defects in this clause and (b) as soon as reasonably practicable given to contractor
notice in writing of the said defect specifying particulars of the defects alleged to exist or to have occured, then
contractor shall at his own expenses and with all speed make good the defects so specified.
(b) In case contractor fails to do so, owner may take at the cost of the contractor, such steps as may in all
circumstances, be reasonable to make good such defects. The expenditure so incurred by S.M.C. will be recovered
from the amount due to contractor. The decision of Engineer-in-charge with regard to the amount to be
recovered from contractor will be final and binding on the contractor.
GC-13 POWER OF ENGINEER TO GIVE FURTHER INSTRUCTIONS
The Engineer shall have the power and authority from time to time and at all times to give further instructions
and directions as may appear to him necessary or proper for the guidance of contractor and the works and efficient
execution of the works according to the terms of the specifications, and the contractor shall receive, execute, obey and
be bound by the same, according to the true intent and meaning thereof, as fully and effectually as though the same
had accompanied or had been mentioned or referred to in the specifications. No work which readically changes the
original nature of the contract shall be ordered by the Engineer and in the event of any deviation being
ordered,which in the opinion of the contractor changes the original nature of the contract, the shall nevertheless carry it
out and any disagreement as to the nature of the work & the rate to be paid thereof shall be resolved.The time of
completion of works, in the event of any deviations, resulting in additional cost over the contract sum being ordered,
then be extended or reduced reasonable by the Engineer. The Engineer's decision in the case shall be final and binding.
GC-14 PROGRAMME
The time allowed for execution of works shall be essence of the contract. The contract period shall commence from date
of Notice of intimation to proceed. The tenderer at the time of submitting his tender shall indicate the construction or
pipeline schedule, the month-wise programme, daily work schedule or bar chart required for the execution of the works
and shall confirm the same within fourteen (14) days of the acceptance of his Tender. The contractor shall provide
to the Engineer-in-charge a detailed programme of time schedule for execution of the works in accordance with the
specifications & the completion date. The entire programme to be finalised by the Contractor,has to confirm to the
execution period mentioned alongwith the Bill of Quantities in the Tender Documents.The Engineer upon scrutiny of
such submitted programme by contractor,shall examine suitability of it to the requirement of contract and suggest
modifications, if found necessary.
GC-15 SUBLETTING OF WORKS
No part of the contract nor any share or interest thereon shall in any manner or degree be transferred,assigned or sublet
by the contractor directly or indirectly to any firm or Corporation whatsoever except as provided for in the succeding
subclause without the consent in writing of the owner.
GC-16 SUB-CONTRACTORS FOR TEMPORARY WORKS ETC.
The owner may give written consent to sub-contractors for execution of any part of the work at the site being
entered upon by the contractors provided each individuals contractor is submitted to the Engineer-in-charge before
being entered into and in approved by him. List of Sub-Contractors is to be supplied. Not with standing any
subletting with such approval as aforesaid and not with standing the Engineer-in-charge shall have received copies
of any sub-contractors, the contractors shall be and shall remain solely responsible for the quality and proper
expenditions and execution of the works and the performance of all the conditions of contract in all respects as if
such submitting or sub-contracting had not taken place and as if such work had done directly by the Contractor.
GC-17 TIME FOR COMPLETION
1. The work covered under this contract shall be commenced from the date of contract is served with a notice to
proceed with the work and shall be completed before the date as mentioned in the time schedule of work. The time is
the essence of the contract and unless the same is extended as mentioned in clause No. GC-18 (Extension of time) the
contractor will be panalised for the delay.
2. The general time schedule for work is given in the tender document. Contractor shall prepare a detailed weekly or
monthly programme of work in consultation with Engineer-in-charge soon after the agreement and the work shall be
strictly executed accordingly. The time for as construction of road given includes,the time required for testing,
rectification if any, retesting and completion in all respects to the entire satisfaction of the Engineer- in-charge.
GC-18 EXTENSION OF TIME
Time shall be considered as the essence of the contract. If however, the failure of the Contractor to complete the
work as per the stipulated dates referred to above arises from delays on the part of Municipal Corporation in
supplying the Materials of equipment it has undertaken to supply under the contract or from delays in handing over
sites or from increase in the quantity of work to be done under the contract, or force Majeure an appropriate extension
of time will be given. The Contractor shall request such extension within one month of the cause of such delay and
in any case before expirry of the contract period.
GC-19 CONTRACT AGREEMENT
The successful tenderer shall when called upon to do so, enter into and execute the Contract Agreement within (10)
Ten days of the Notice of Award, in the form shown in tender documents with such modifications as may be
necessary in the opinion of the Municipal Commissioner. It should be incumbent on the contract to pay the stamp duty
and the legal charges for the completion of the contract agreement.
GC-20 A.PENALTY FOR DELAY
If the contractor fails to complete the work within the stipulated completion date for the work or he shall pay
liquidated damages at one tenth of Two percent of contract value per day of delay in completion and handing over the
work or part thereof as the case may to the Municipal Commissioner. The amount of liquidated damages shall,
however, be subjected to a maximum of ten (10) percent of the contract value. Delays in excess of one hundred days
will be a cause for termination of the contract and forfeiture of all security for performance.
The successful tenderer shall have to submit the progress bar-chart within Ten days after the contract, and the
contractor should work as per the approved bar-chart, failing the contractor shall have to pay the compensation for
delay as per the decision of Municipal Commissioner.
GC-21 FORFEITURE OF SECURITY DEPOSIT
Whenever any claim arises against the contractor for the payment of a sum of money out of or under the contract, the
owner shall be entitled to recover such sum by appropriating in part of whole, the security deposit of the contractor.
In case the Security deposit is insufficient the balance recoverable shall be deducted from any sum then due or
which at any time thereafter may become due to the contractor shall pay to the owner on demand may balance
GC-22 ACTION OF FORFEITURE OF SECURITY DEPOSIT
In any case in which under any clause or clauses of the contract, the contractor shall have forfeited the whole of
his Security deposit or have committed a breach of any of the terms contained in this contract, the owner shall have
power to adopt any of the following courses as he may deem best suited to his interest -
(a) To rescind the contract (of which rescission notice in writing to the contractor under the hand of the owner
shall be conclusive evidence) in which case, the security deposit of the contractor shall stand forfeited and be
absolutely at the disposal of the owner.
(b) To employ labour and to supply Materials to carry out the balance work debiting contractor with the cost of
labour employed and the cost of Materials supplied for which a certificate of the Engineer-in-charge shall be final
and conclusive against the contractor and 10% costs on above to cover all departmental charges and crediting him
with the value of work done at the same rates as if it has been carried out by the contractor under the terms of
his contract. The certificate of Engineer-in-charge as to the value of the work done shall be final and conclusive
against the contractor.
(c) To measure up the work of the contractor and to take such part hereof as shall be unexecuted out of his hand to
give it to another contractor to complete. In this case the excess -expenditure incurred than what whole have
been paid to the original contractor, if the would work had been executed by him, shall be earnest and paid by
the original contractor and shall be deducted from any money due to him by the owner under the contract or
otherwise and for the excess expenditure, the certificate of the Engineer- in-charge shall be final and conclusive.
In the event any of the above course being adopted by the owner, the contractor shall have no claim to compensation
for any less sustained by him by reason of his having purchased or procured any Materials or entered into any
agree-ment so or made by advance on account of or with a view to the execution of the work of the performance of
the contract. In such case the contractor shall not be entitled to recover or be paid by sum for any work actually
performed under this contract unless the Engineer-in-charge will certify in writing the performance of such work and
the value payable in respect thereof and the shall only be entitled to be paid the value so certified. In the event of the
owner putting in force the powers as stated in a, b, c, above vested in him under the preceeding clause, he may, if he
so desire, take possession of all or any tools and plant, Materials and stores in or 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 or any part
thereof paying or allowing for the same in account at the contract rates to be certified by the Engineer-in-charge
whose certificate thereof shall be final otherwise the Engineer-in-charge may give notice in writing to the contractor or
his representative requiring him to remove such tools plant Materials or stores from the premises within the time
specified in the notice and in if the contractor fails to comply with any such notice, the Engineer-in-charge may
remove them at the Contractor's expenses or sell them by auction or private sale on account of the contractor and his
risks in all respects without any furhter notice as to the date, time to place of the sale and the certificate of
Engineer-in-charge as to the expenses of any such removal and the amount of the proceeds and the expenses of
any such sale shall be final and conclusive against the contractor.
GC-23 NO COMPENSATION FOR ALTERATION IN OR RESTRICTION OF WORK
If at any time from the commencement of work, the owner shall for any reasons whatsoever not require the whole or
part thereof a specified in the tender to be carried out, the Engineer-in- charge shall give notice in writing of the
contractor, who shall have no claim to any payment or compensation whatsoever on account of any profit or
advantage which he might have derived from execution of work in full, but which he did not derive in consequence of
the full amount of the work not having been carried neither shall be have any claim for compensation by reason
if any alternations having been made in original specifications, drawings, designs and instructions which shall
involve any curtailment of the work as originally contemplated.
When the contractor is a partnership firm, the prior approval in writing of the S.M.C.shall be obatined before any
change is made in the constitution of the firm, where the contractor is an individual or a Hindu Undivided Family
business concern, such approval as aforesaid shall, likewise be obtained before sub- contractor enters into any
agreement with other parties whereunder the reconstituted firm would have the right to carry out the work hereby
undertaken by the contractor. In either case if prior approval as aforesaid is not obtained, the contract shall be deemed
to have been allotted in contravention of sub- letting clause hereof and the same action may be taken and the same
consequence shall ensure as provided in the sub-letting clause.
GC-24 IN EVENT OF DEATH OF CONTRACTOR
Without prejudice to any of the right or remdies under the contract, if the contractor dies, the owner shall have the
option of terminating the contract without compensation to the contractor.
GC-25 MEMBER OF THE OWNER NOT INDIVIDUALLY LIABLE
No official or employee of the owner shall in any way be personally bound or liable for the acts or obligations
of the owner under the contract or answerable for any default or ommission in the observance or performance of the
acts, matters or things which are herein contained.
GC-26 OWNER NOT BOUND BY PERSONAL REPRESENTATIONS
The contractor shall not be entitled to any incresse on the Schedule of rates or any other rights or claims whatsoever by
reason of representation, explanation or statement or alleged representation, promise or guarantees given or alleged to
have been given to him by any person.
GC-27 CONTRACTOR'S OFFICE AT SITE
The Contractor shall provide and maintain an office at the site for the accommodation of his agent and staff and such
office shall be opened at all reasonable hours to receive instruc- tions, notice or other communications.
GC-28 CONTRACTOR'S SUBORDINATE STAFF AND THEIR CONDUCT
1. The contractor on award of the work shall name and depute a qualified Engineer , having experience of carrying
out work of similar nature, to whom equipments, Materials, if, any, shall be issued and instructions for work
given.The contractor shall also provide to the satisfaction of Engineer in-charge sufficient and qualified staff to
superintend the execution of the work, competent sub- agents, foremen and leading hands including those specially
qualified by previous expeditions to a supervise the type of works comprised in the contract in such manner as will
ensure work of the best quality and expeditions working, it, in the opinion of the Engineer-in-charge, additional
properly qualified supervision staff is considered necessary, if shall be employed by the contractor without
additional charge on account thereof. The contractor shall ensure to the satisfaction of the Engineer- in-charge that sub -
contractors, it any shall provide competent and efficient supervision over the work entrusted to them.
2. If and whenever any of the contractor 's or sub-contractor agents, sub-agents, assistance, formen or other
employees shall, in the opinion of Engineer-in-charge, be guilty of any misconduct or be incompetent or insufficiently
qualified or inteligent in the performance of their duties or that in opinion of the owner or Engineer-in-charge, it is
undesirable for administrative or any other reason for person or persons to be employed in the works, the contractor, if
so directed by the Engineer-in-charge, shall at once remove person or persons from employment thereon. Any person
or persons so removed shall not again be remployed in connection with the works without the written permission of
the Engineer-in- charge. Any person so removed from the works shall be immediately replaced at the expenses of
the contractor by acqualified and competent substitute. Should the contractor be required to repatriate any person
removed from the works he shall do so and shall bear all costs in connection therewith.
3. The contractor shall be responsible for the proper behaviour of all the staff, foremen, workmen and others shall
exercise proper control over them and in particular and without prejudice to the same. Generally, the contractor
shall be bound to prohi-bit,and prevent any employee from trespassing or acting in any way detrimental or
prejudicial to the interest of the community or of the properties or occupiers of land and properties in the neigh-
bourhood and in the event of such employees so trespassing, the contractor shall be responsible therefore and
relieve the owner of all consequent claims, actions for damages or injury or any other grounds whatsoever. The
decision of the Engineer-in- charge upon any matter arising under this clause shall be final.
4. If and required by the owner, the contractor's personnel entering upon the owner's premises shall be properly
identified by badges of a type acceptable to the S.M.C. which must be worn at all times on owner's premises.
GC-29 TERMINATION OF SUB-CONTRACTOR BY OWNER
If any sub-contractor engaged upon the works at the site executes any work which in the opinion ofEngineer-in-
charge is not in accordance with the contract documents, the S.M.C. may be give written notice to the contractor
request his to terminate such sub-contract and the contractor upon the receipt of such notice shall terminate such sub-
contract and the letter shall forthwith leave the works failing which the owner shall have the right to remove such sub-
contractors from the site.
No action taken by the owner under the above clause shall relieve the contractor of his liabilities under the
contract or give rise to any right to compensa-tion, extension of time or otherwise.
GC-30 POWER OF ENTRY
If the contractor shall not commence the work in the manner previously described in the contract documents or if he
shall, at any time, in the opinion of Engineer-in-charge.
(i) Fail to carry out works in conformity with the documents or
(ii) Fail to carry out the works in accordance with the time schedule.
(iii) Substantially suspend work or the works for a period of fourteen days without authority from Engineer-in-
(iv) Fail to carry out and execute the work to the satisfaction of the Engineer-in-charge or
(v) Fail to supply sufficient or suitable construc-tion plant temporary works, labour Materials or things or
(vi) Commit breach of any other provisions of the contract on his part to be performed or observed or persist
in any of the above mentioned breached of the contract for fourteen days after notice in writing shall have
been given to the contractor by the Engineer-in-charge requiring such breach to be remedied or
(vii) Abandon the work or
(viii) During the continuance of the contract becomes bankrupt, make any arrangement or compromise with his
creditors, or permit any execution to be levied or go into liquidation whether compulsory or voluntary
not being merly a voluntary liquidation for the purpose of amalgamation or reconstruction then in any
The owner shall have the power to enter upon the works and take possession thereof and of the Materials, temporary
works, constructional plant and stock therein, and to revoke the contractor's licence to use the same and to complete
the works by his agents, other contractor or workman or to relate the same upon any terms and to such other person,
firm or corporation as the owner in his absolute discretion may think proper to employ, and for the purpose aforesaid to
use or authorise the use of any Materials, temporary works, constructional plant, and stock as aforesaid, without
making payment or allowance to the Contractor for the said Materials other than such as may be certified in written by
the Engineer-in-charge to be reasonable and without making any payment or allowance to the contractor for the use of
said temporary works, constructional plant and stock or being liable for any less or damage thereto. If the owner
shall be reason of his taking possession of the works or of the work being got completed by other contractor incur
excess certified by the Engineer-in-charge shall be deducted from any money which may be due for the work done
by the contractor under the contract and not paid for. Any deficiency shall fortwith be made good and paid to the owner
by the contractor and the owner shall have power to sell in such manner and for such price as he may think fit all or
any of the constructional plant, Materials etc. constructed by or belonging to and recoup and retain the said deficiency
or any part thereof out of the proceeds of the sale.
GC-31 CONTRACTOR'S RESPONSIBLITY WITH THE OTHER CONTRACTOR & AGENCIES
Without repugnance to any other condition, it shall be the responsibility of the contractor executing the work of civil
construction to work in close co-operation and co-ordinate the work with other contractors or their authorised
represaentative and the contractor will put a joint scheme with the concurrence of other contractors showing the
arrange-ments for carrying his portion of the work to the Engineer-in-charge and get the approval. The Engineer-
in-charge before approving the joint scheme will call the parties concerned and modify the scheme if required. No
claim will be entertained on account of the above. The contractor shall conform in all respects with the
provisions of any statutory regulations, ordinances or by laws of any local or locally consitituted authorities or public
bodies which may be applicable from time to time to works or any temporary works. The contractor shall keep the
owner indemnified against all penalties and liabilities of every kind arising out of non-adherence to such statutes,
ordinanace, laws, rules, regulations, etc.
GC-32 OTHER AGENCIES AT SITE
The Contractor shall have to execute the work in such place and condition where other agencies will also be engaged
for other works, such as site grading, filling and levelling, electrical and mechanical engineering works, etc. No
claim shall be entertained for works being executed in the above circumstances.
Any notice under this contract may be served on the contractor or his duly authorised representative at the job site or
may be served by registered post direct to the official address of the contractor proof of issue of any such notice
could be conclusive of the contractor having been duly informed of all contents therein.
GC-34 RIGHT OF VARIOUS INTERESTS
The owner reserves the right to distribute the work between more than one contractor. Contractor shall co-operate and
afford reasonable opportunity to other contractors for access to the works for the carriage and storage of Materials and
execution of their works.
Wherever the work being done by any department of the owner or by other contractor employed by the owner is
contingent upon work covered by this contract, the respective rights of the various interests shall be determined by
Engineer-in-charge to secure the completion of various portions of the work in general harmoney.
GC-35 PRICE ADJUSTMENT
No Price adjustment in price shall be paid.
GC-36 TERMS OF PAYMENT
The payment of Bills shall be made progressively according to the rules and practice followed by the Municipal
Corporation. The progressive payment unless otherwise provided in the Contract Agreement or sub-sequently agreed
to by the parties, shall be made generally monthly on submission of a bill by the Contractor in prescribed form in an
amount according to the value of the work performed less the aggregate of previous progressive payments and as
required by clause GC-37 (Retention money) herein. All such progressive payment shall be regarded as payment by way
of advance against final payment.
Payment for the work done by the contractor will be based on the measurement at various stages of the work, in
accordance with the conditions at Clause GC-77 (Measurement of Work in Progress)
GC-37 RETENTION MONEY
Pursuant to Clause GC-36 Terms of Payment on all money due to the contractor for work done, Municipal
Corporation will hold retention money as per clause IT -27. The retention money will not normally be due for
payment until the completion of the entire work and till such period the work has been finally accepted by the
Municipal Corporation and completion certificate issued by the Municipal Corporation in pursuant to Clause No.GC-83
(Completion Certificate).
However,after the assurance of completion certificate, and Municipal Commissioner may at its own discreation and
having considered the Contractor's performance and diligence during the contract time allow the retention money to
converted into a Bond as stipulated in the Clause GC-10 (Performance Bond Security Deposit).
GC-38 PAYMENT DUE FROM THE CONTRACTOR
All costs, damages or expenses, for which under the Contract the Contractor is liable to the Municipal Corporation
deducted by the Municipal Corporation from any money due or becoming due to the Contractor under the contract or
from any other contract with the Municipal Corporation or may be recovered by action at law or other-wise from
the Contractor.
GC-39 CONTINGENT FEE
1. The Contractor warrants that he has not employed any person to solicit or secure the contract upon any
agreement for a commission, percentage, brokerage or contingent fee. Breach of this warranty shall give the Municipal
Commissioner the right to cancel the contract or to take any other measure as the Municipal Commissioner may deem
fit. The warranty does not apply to commissions payable by the contractor to establish commercial or selling agent
for the purpose of securing business.
2. No officer, employer of the Municipal Corporation be admitted to any share or part of this contract or to any
benefit that may rise therefrom.
GC-40 BREACH OF CONTRACT BY CONTRACTOR
If the contractor fails to perform the work under the contract with due diligence or shall refuse or neglect to comply with
instruction given to him by the Engineer-in-charge in accordance with the contract, or shall contravence the provisions
of the contract, the S.M.C. may give notice in writing to the contractor to make good such failure, neglect or
contravention. Should the Contractor fail to comply with such written notice within twenty eight (28) days of receipt, if
the Municipal Commissioner shall think fit, it shall be lawful for the Municipal Corporation, without prejudice to any
other rights, the contractor may have under the contract, to terminate the contract for all or part of the works, and to
make any other arrangements it shall deem necessary to complete the work outstanding under the contract at the time of
termination. In this event Article GC-15 (Subletting of work)and GC-16 (Sub-Contracts for Temporary Works
etc.)hereof shall be invoked and the performance Bond shall immediately become due and payable to the Municipal
Commissioner the value of the work done on the date of termination and not paid for shall stand forfeited to the
Municipal Corporation and the Municipal Corporation shall have free use of any works which the contractor may have
at the site at the time of termination of the contract.
GC-41 DEFAULT OF CONTRACTOR
1. The Municipal Corporation may upon written notice of default to the contractor terminate the contract in
circumstance detailed hereunder :
(a) If in the judgement of the Municipal Corporation the contractor fails to make completion of works within the
time specified in the completion schedule or within the period for which extension has been granted by the Municipal
Corporation /Engineer to the Contractor.
(b) If in the judgement of the Municipal Corporation the contractor fails to comply with any of the provisions of this
2. In the event the Municipal Commissioner terminates the contract inwhole or in part as provided in
Article GC-48 (Termination of Contract), the Municipal Corporation reserves the right to perchase upon such terms
and in such manner as it may deem appropriate, plant similar to that terminated and the contractor will be liable to the
Municipal Corporation for any additional costs for such similar and / or for liquidated damaged for delay until such
resonable time as may be required for the final completion of works.
3. If this contract is terminated as provided in this paragraph GC - 30 (Power of entry) (1) the Municipal
Corporation in addition to any other rights provided in this clause, may require the Contractor to transfer title and
deliver to the Municipal Corporation under any of the following cases in the manual and as directed by the Municipal
Corporation. (a) Any partially completed information and contract rights as the contractor has specifically produced or
acquired for the performance of the contract so termi-nated.
4. In the event the Municipal Corporation does not terminate the contract as provided in the paragraph GC-
48 (Termination of Contract) the Contractor shall continue performance of the contract, in which case the shall be
liable to the Municipal Corporation for liquidated damages for delay until the works are accepted.
GC-42 BANKRUPTCY
If the Contractor shall become bank rupt or insolvent or have a receiving order made against him, or compound
with the creditors, or being the Municipal Corporation commence to be wound up, not being a member's Voluntary
winding up for the purpose of amalgamation or reconstruction, or carry on its business under a receiver for the
benefit of his creditors or any of them, the owner shall be at liberty to either (a) terminate the contract forthwith
by giving notice in writing to the contractor or to the receiver or liquidator or to any person or organisation in
whom the contract may become vested and to act in the manner provided in Article GC-41 (Default of Contractor)
as though the last mentioned notice had been the notice referred to in such Article of (b) to give such receiver
liquidator or other person in work the contract may become vested the option of carrying out the contract subject to
his providing a satisfactory guarantee for the due and faithfully performance of the contract subject to his
providing a satisfactory guarantee for the due and faithfull performance of the contract upto an amount to be agreed.
In the event that the Municipal Corporation terminates the Contract in accordance with this article, the performance
Bond shall immediately become due and payable on demand to Municipal Corporation.
GC-43 OWNERSHIP
Works supplied pursuant to the Contract shall become the property of the Municipal Corporation from whichever
is the earlier of the following times, namely,
(a) When the works are completed pursuant to the Contract.
(b) When the Contractor has been paid any sum to which he may become entitled in respect thereof pursuant to clause
GC-36 (Terms of Payment).
GC-44 DECLARATION AGAINST WAIVER
The condonation by the Municipal Corporation of any breach of brenches by the stipulations and conditions
contained in the contract shall in no way prejudice or effect to the constructed as a waiver of the Municipal
Corporation rights, powers and remidies under the contract in respect of any breach or breaches.
GC-45 LAWS GOVERNING THE CONTRACT
The contract shall be constitued according to and Subject to the laws of India and the State of Gujarat and under
the jurisdiction of the courts of Gujarat at Surat.
GC-46 OVER PAYMENT AND UNDER PAYMENT
Whenever any claim forths payment of a sum to the Municipal Corporation arises out of or under this Contract
against the contractor the same may be deducted by the Municipal Corporation from any sum then due or which at any
time thereafter may become due to the contractor under this contract and failing that under any other contract with the
Municipal Corporation or from any sum due to the contractor with the Municipal Corporation (which may be available
with Municipal Corporation), or from his retention money, or he shall pay the claim on demand. The Municipal
Corporation reserves the right to carry out post payment audit and technical examination of the final bill including all
supporting vouchers, abstracts, etc.
The Municipal Corporation further reserves the right to enforce recovery of any over payment when detected no
withstanding the fact that the amount of the final bill may be included by the Contractor.
It as a result of such audit and technical examination any over payment is discovered in respect of any work done
by the Contractor or alleged to have been done by him under the contract, it shall be recovered by the Municipal
Corporation from the contractor by way of all the means prescribed above or if any under payment is discovered
by the Municipal Corporation, any amount due to the contractor under this contract or under payment may be adjusted
against any amount then due or which may at any time thereafter become due before payment is made to the
contractor from him to the Municipal Corporation on any other contract account whatsoever.
GC-47 SETTLEMENT OF DISPUTES
Except or otherwise specifically provided in the contract, all disputes concerning question of fact arising under the
contract shall be decided by the Engineer-in-charge, subjected to a written appeal by the Contractor to the Engineer and
these decisions shall be final and binding on the parties hereto. Any disputes or difference including those considered as
such by only one of the parties arising out of or in connection with this contract shall be to the extent possible settled
amicably between the parties. If amicable settlement cannot be reached then all dispute issues shall be settled as
provided in (a).
(a) DISPUTES OR DIFFERENCE TO BE REFERRED TO:
If at any time, any question, disputes or differences of any kind whatsoever shall arises between the Engineer-in-charge
and the Contractor upon or in relation to or in connection with this contract, either party may forthwith give to the other,
notice in writing of the existence of such question, dispute of difference as to any decision, opinion, instruction,
direction certificate or evaluation of the Engineer.
The question or difference shall be settled by the Municipal Commissioner, who shall state his decision in writing and
give notice of same to the Engineer and to the Contractor such decision shall be final and binding upon both parties to
the contract and work on contract if not already breached or abandoned shall proceed normally unless and until the same
shall be revised (or upheld) due to any judicial proceeding.
Should the Municipal Commissioner fail to give a decision within three (3) calendar months after issuance of notice of a
question, dispute or difference or if the Contractor is dissatisfied with any such decision of the Municipal
Commissioner, then the matter may be referred to Standing Committee. Then also, if the said question of difference or
dispute remains unsolved / unsettled and if the contractor is dissatisfied with any such decision of the Standing
Committee, then the matter may be referred to the court of law subject to SURAT JURISDICTION.
GC-48 RIGHT OF THE CORPORATION TO DETERMINE/TERMINATE CONTRACT
i The Corporation shall, at any time, be entitled to determine and terminate the contract, if in the opinion of the
Corporation the cessation of the work becomes necessary owing to paucity of funds or for any other cause
whatsoever, in which case the cost of approved materials at the site as verified and approved by the Engineer-in-
charge and of the value of the work done to date by the contractor shall be paid for in full at the rate specified in the
contract. A notice in writing from the Corporation to the Contractor of such determination and the reason, thereof
shall be the conclusive proof of the fact that the contract has been so determined and terminated by the
ii Should the contract be determined under sub-clause (I) of this clause and the contractor claims payments to
compensate expenditure incurred by him in the expectation of completing the whole of the work, the Corporation
shall consider and admit such claims as are deemed fair and reasonable and are supported by vouchers to the
satisfaction of the Engineer-in-charge. The decision of the Commissioner on the necessity and propriety of any
such expenditure shall be final and conclusive and binding on the contractor.
GC-49 CHANGES IN CONSTITUTION
Where the contractor is a partnership firm, the prior approval in writing of the Municipal Commissioner shall be
obtained any change is made in the constitution of the firm. Where the contractor is an individual or an undivided
family business concern such approval as aforesaid shall like wise be obtained before the contractor enters into any
partnership agreement whereunder the partnership firm would have the right to carry out the works hereby undertaken
by the contractor. If prior approval as aforesaid is not obtained the contract shall be deemed to have been assigned in
contravention of Article thereof.
GC-50 SUB-CONTRACTUAL RELATIONS
All work performed for the contract by sub-contractor shall be pursuant to an appropriate agreement between the
contractor and sub-contractor which shall contain provisions to :
a) Protect and preserve the rights of the Municipal Corporation and the Engineer with respect to the work to
be performed under the sub-contract so that the sub-contractor thereof will not prejudice such rights.
b) Require that such work be performed in accordance with requirements of the Contract documents.
c) Require under such contract of which the contractor is a party, the submission to the contractor of
application for payment and claims for additional costs, extension of time, damages for delay or
otherwise with respect to the sub- contracted portions of the work in sufficient time, that the contractor may
apply for payment and comply in accordance with the contract Documents for like claim by the Contractor
upon the Municipal Corporation.
d) Waive all rights the contracting parties may have against one another for damages caused by fire or other
perils covered by the property insurance except such rights as they may have to the proceeds so such
insurance held by the Municipal Corporation as trustee and
e) Obligate each sub-contractor specifically to consent to the provisions of this Article.
If, at any time, there should be evidence of any lien or claim for which owner might have become liable and which is
chargeable to the contractor, the owner shall have the right to retain out of any payment then due or thereafter to
become due an amount sufficient to completely indemnify the owner against such lien or claim or if such lien or
claim be valid the owner may be or become due and payable to the contractor. If any lien or claims remaining,
unsettled after all payments are made, the contractor shall refund or pay to the owner all money that the latter may be
compelled to pay in discharging such lien or claim including all cost and reasonable expenses.
GC-52 EXECUTION OF WORK
The whole work shall be carried out in strict conformity with the provisions of the Contract Documents, detailed
drawings, specifications and the instructions of the Engineer-in-charge from time to time. The Contractor shall ensure
that the whole work is executed in the most substantial, proper and best Workmanship using Materials of best
quality in strict accordance with the specifications to the entire satisfaction of the Engineer-in- charge.
GC-53 WORK IN MONSOON
When the work continues in monsoon, the contractor shall maintain minimum labour force required, for the work and
plan and execute the construction and erection work according to the prescribed schedule. No extra rate will be
considered for such work in monsoon. During monsoon and entire constructing period the contractor shall keep
the site free from water at his own cost.
GC-54 WORK CLOSED ON SUNDAYS & HOLIDAYS & BETWEEN SUNSET AND SUNRISE
No work shall be carriedout on Sundays and Corporation Holidays and no work shall be carried out between sunset
and sunrise. Except with the special permission of Engineer-in-charge in writing perviously obtained and with
holding such permissions shall be no ground of complaint on the part of contractor or cause for compensation to
them. Working period shall be maximum eight (8) hours per days.
GC-55 EXTRA SUPERVISION CHARGES TO BE BORNE BY CONTRACTOR
Further to clause No.GC-54 when Engineer-in-charge feels necessary to give permission to contractor for carrying out
work for period of more than Eight hours working period in a day and/or to continue work on sunday and Corporation
holidays. Extra Supervision charges arising due to overtime working of Corporation's staff shall be borne by the
contractor at prevailing rates from time to time. Such extra supervision charges shall be deducted by Corporation
from the running bill/s of the contractor at Surat Municipal Corporation's description.
GC-56 DRAWING TO BE SUPPLIED BY THE OWNER
The drawings attached with the tender documents shall be for general guidance of the contractor to enable him to
visualize the type of work contemplated and scope of work involved. Detailed working drawings according to which
the work is to be done shall be furnished from time to time as the work progresses. The contractor shall study the
drawings thoroughly in connection with other connected details and discrepancy if any bring to the notice of the
Engineer-in-charge before actually carrying out the work.
GC-57 DRAWINGS TO BE SUPPLIED BY THE CONTRACTOR
Where drawings, date are to be furnished by the contractor they shall be as enumerated in special condition of contract
and shall be furnished within the specified time. Where approval of drawings has been specified it shall be the
Contractor's responsibility to have these drawings got approved before any work is taken up with regard to the same.
Any changes becoming necessary in these drawings during the execution of the work shall have to be carried out by the
contractor at no extra cost. All final drawings shall bear the certification stamp as indicated below duly signed by both
the contractor and Engineer- in-charge.
"Certified true for ___________________________________project Agreement No._____________________
Signed_________________ ____________________ Contractor Engineer-in-charge Drawings will be approved
within three (3) weeks of the receipt of the same by the Engineer-in-charge.
GC-58 SETTING OUT WORK
The contractor shall set out the work on the site handed by the Engineer-in-charge and shall be responsible for the
correctness of the same. The work shall be carried out to the entire satisfaction of Engineer-in-charge. The approval
thereof or partaking by Engineer-in-charge in setting out work shall not relieve contractor of any of his
responsibilities.
The contractor shall provide at his own cost all necessary level posts, pegs, bamboos, flage, ranging, rods, strings and
other Materials and labourers required for proper setting out of the work. The Contractor shall provide, fix and be
responsible for the maintenance of all stakes, temples level marks profiles and similar other things and shall take and
necessary precautions to prevent their removal or disturbance and shall be responsible for the conse-quence for such
removal or disturbance. The contractor shall also be responsible for the maintenance of all existing Survey Marks,
Boundary Marks, Distance Marks and Centre line marks either existing or fixed by the Contractor. The Centre,
longitudinal or face lines and cross lines shall be marked by small masonary pillars. Each pillar shall have distance
mark at the centre for setting up the theodolite. The work shall not be started unless the setting out is checked by
Engineer-in-charge in writing but such approval shall not relive the contractor of his responsibilities. The contractor
shall provide all Materials, labour and other facilities necessary for checking at his own cost.
Pillars bearing geodetic marks on site shall be protected by the Contractor. On completion of the work the contractor
shall submit the Geodetic documents according to which the work has been carried out.
GC-59 RESPONSIBILITIES OF CONTRACTOR FOR CORRECTTNESS OF WORK
The contractor shall be entirely and exclusively responsible for the correctness of every part of the work and shall
rectify completely and errors thereon at his own cost when so instructed by Engineer-in-charge.
1. Materials to be supplied by Contractor
Contractor shall procure and provide all the Materials required for the execution and maintenance of work including
M.S. rods, all tools, tackle, construction plant and equipment except the Materials to be supplied by the owner detailed
in the contract documents and for the transport thereof, owner, shall made recommendations to the respective
authorities if designed by the contractor but assumes no responsibility or any nature. Owner shall insist for
procurement of Materials with ISI Marks supplied by reputed firms on the DGS & D List. 2. If however the Engineer-
in-charge feels that work is likely to be delayed due to contractor's inability to procure the Materials, the Engineer-in-
charge shall have the right to procure Materials from the market and the contractor will accept these Materials at the
rates decided by Engineer-in-charge
GC-60 MATERIALS TO BE SUPPLIED BY THE OWNER
1. If the contract provides certain Materials or stores to be supplied by the S.M.C. such Materials and stores shall
be transported by the contractor at his cost from S.M.C's stores or Railway Station. The sum due from contractor for the
value of Materials supplied by the owner will be recovered from the R.A. Bill on the basis of actual consumption of
Materials in the work covered and for which R.A.Bill has been prepared. After completion of the work contract has to
account for the full quantity of Materials supplied to him.
2. The value of store Materials supplied by the S.M.C. to the contract shall be charged at rates shown in the
contract document and in case any other material not listed in the schedule of Materials is supplied by the S.M.C.,
the same shall be charged at cost price including carting and other expenses inclurred in procuring the smae. All
Materials so supplied shall remain the property of the owner and shall not be removed from the site on any account.Any
material remaining un-used at the time of completion of work or termination of contract shall be returned to S.M.C.'s
store or any other place as directed by the Engineer-in-charge in perfectly good condition at contractor's cost. When
Materials are supplied free of cost for us in work and surplus and unaccounted balances thereof are not returned to the
Municipal Corporation, recovery in respect of such balance will be effected at double the applicable issue rate of the
Materials or the market rate whichever is higher.
GC-61 CONDITIONS OF ISSUE OF MATERIALS BY THE S.M.C.
a) The Materials specified to be issued by the S.M.C. to the contractor shall be issued by the S.M.C.'s store
or at Railway Station and all expenses for its shifting to site shall be borne by the contractor. The Materials will be
issued during working hours and as per rules of S.M.C. from time to time.
b) Contractor shall bear all expenses for storage and safe custody at site of Materials issued to him before use
c) Material shall be issued by the S.M.C.in Standard/non-standard sizes as obatined from manufacturer.
d) Contractor shall construct suitable godowns at site for storing the Materials to proect the same from
damage due to rain, dampness, fires, theft etc.
e) The contractor should take the delivery of the Materials issued by the S.M.C. after satisfying himself that
they are in good conditions. Once the Materials are issued, it will be the responsibility of the Contractor to
keep them in good condition and in safe custody. If the Materials get damaged or if they are stolen, it shall be
the responsibility of the contractor to replace them at his according to the instruc- tions of the Engineer-in-
f) For delay in supply or for non supply of Materials to be supplied by the S.M.C., on account of natural
calamities, act of enemies, other difficulties beyond the control of the S.M.C., the S.M.C. carries non-
responsibilities. In no case the contractor shall be entitled to claim any compensation for loss suffered by him
on this account.
g) None of the Materials issued to the contractor, shall be used by the Contractor for manufacturing items
which can be obtained from manufacturer. The Materials issued by the owner shall be used for the work only
and no other purpose.
h) Contractor shall be required to execute indemnity bond in the prescribed form for the same custody and
account of Materials issued by the owner.
i) Contractor shall furnish sufficiently in advance a Statement of his requirements of quantities of Materials to be
supplied by the S.M.C. and the time when the same will be required for the work, so as to enable Engineer-in-
charge to make arrange-ments to procure and supply the Materials.
j) A daily account of Materials issued by the owner shall be maintained by the Contractor showing
receipt, consumption and balance in head in the form laid down by Engineer-in-charge with all connected
paper and shall be always available for inspection in the site office.
k) Contractor shall see that only the required quantities of Materials are got issued and no more. The
contractor shall be responsible to return the surplus Materials in good condition at S.M.C.'s store at his own
GC-62 MATERIALS PROCURED WITH ASSISTANCE OF THE OWNER
Notwithstanding anything contained to the contrary in any of the clauses of this contract, where any Materials for the
execution of the contract are procured with the assistance of the S.M.C. either by issue from S.M.C. stock or
purchase made under orders or permits or licences issued by the Government, the contractor shall hold the same
Materials as trustees for owner and use such Materials economically and solely for the purpose of contract and not
dispose them off without the permission of S.M.C.and return, iif required by Engineer-in-charge, all surplus or
unserviceable Materials that may be left with him after the completion of the contract or at its termination for any
reason whatsoever on his being paid or credited such prices as Engineer-in-charge shall determine having due regard
to the conditions of the Materials. The price allowed to contractor shall not exceed the amount charged to him
excluding the storage charges if any. The decision of Engineer-in-charge shall be final and conclusive in such
matters. In the event of breach of the aforesaid condition, the contractor shall in terms of licence of permits and/or for
criminal breach of trust be liable to compensateS.M.C. at double rate or any higher rates.In the event of these Materials
at that time having higher rate or not being available in the market then any other rate to be determined by the
Engineer-in-charge and his decision shall be final and conclusive.
GC-63 MATERIALS OBTAINED FROM DISMANTLING
If the contractor, in the course of execution of work is called upon to dismantle any part for reasons other than on
account of bad or imperfect work, the Materials obtained from dismantling will be the property of the S.M.C. and will
be disposed of as per instruction of Engineer-in-charge in the best interest of the S.M.C.
GC-64 ARTICLE OF VALUE OR TREASURE FOUND DURING CONSTRUCTION
All gold, silver and other minerals of any discription and all previous stones, coins, treasures, relics, antiquities and
other similar things which shall be found in under or upon site shall be the property of the owner and the contractor
shall property preserve the same to the satisfaction of Engineer-in-charge and shall hand over the same to the owner.
GC-65 DISCREPANCIES BETWEEN INSTRUCTIONS
If there is any discrepancy between the various stipulations of the contract documents of instructions to the contractor
or his authorised representative or if any doubt arises as in the meaning of such stipulation or instructions, the
contractor shall immediately refer in writing to the Engineer-in-charge whose decision shall be final and conclusive
and no claim for losses caused by such discrepancy,shall in any event be admissible.
Incase there is any descripancy in measurements shownin drawinge and specifications, the same shown in drawing shall
be considered as final and will be binding upon the contractor.
GC-66 SCHEDULE OF QUANTITIES AND EXTRA ITEMS
Schedule of Quantities
Variations in the quantities of work in schedule of quantities shall not vitiate the contract. The rates quoted for the
individual items shall apply for the quantities of work increased or decreased by not more than twenty percent for
each of the items,should the quantities of work actually involved under any item very by more than twenty (20%)
percent, the rate for such item of work shall be revised in accordance with the procedures indicated under clause
"Extra Items". The payment for the items will, however, continue to be at the original rate till the revised rate decided.
Extra Items of work shall not vitiate the contract. The contractor shall be bound to execute extra items of
work as directed by the Engineer-in-charge. The rates for extra items shall be derived from the S.O.R.(R&B
Division) Year 2024-25 and quoted premium of tender. If the rate of extra item is not available in S.O.R. it will
be derived on prevailing market rate.
GC-67 ACTION WHEN NO SPECIFICATION IS ISSUED
In case of any class of work for which no specification is supplied by the S.M.C. in the tender documents,such
work shall be carried out in accordance with I.S.S. do not cover the same, the work should be carried out as per
standard Engineering practice subject to the approval of Engineer-in- charge.
GC-68 ABNORMAL RATES
Contractor is expected to quote rate for each item after careful analysis of cost involved for the performance of the
completed item considering all specifications and conditions of contract. This will avoid loss of profit or gain in case
of curtailment or change or specification for any item. In case it is notice that the rates quoted by a tenderer for any
item is usually high or unusually low, it will be sufficient cause for rejection of tender unless the S.M.C. is
convinced about the reasonableness of the rates on scrutiny of the analysis for such rate to the furnish-ing by the
tenderer or demand.
GC-69 ASSISTANCE TO ENGINEER-IN-CHARGE
Contractor shall make available to Engineer-in-charge free of cost all necessary instruments and assistance in
checking of any work made by the contractor for taking measurement of work.
GC-70 TEST OF QUALITY OF WORK
1. All Workmanship shall be of the best kind described in the contract document and in accordance with the
instructions of Engineer-in-charge and shall be subjected from time to time to such test at contractor's cost as the
Engineer-in-charge may directed at the place of manufacture of fabrication or on site or at any such place.Contractor
shall provide assistance, instruments labour and Materials as are normally required for examining measuring and testing
any work Workmanship as may be selected and required by Engineer-in-charge.
2. All tests will be necessary in connection with the execution of work as decided by Engineer-in-charge shall be
carried out at an approved laboratory at contractor's cost.
3. The contractor shall furnish to Engineer - in - charge for approval when requested or if required by the
specification adequate samples of all Materials and finished goods to be used in work and sufficiently in advance to
permit test and examination thereof. All Materials furnished and finished goods applied in work shall be exactly as
per the approved samples.
4. All the testing charges shall be borne by the Contractor.
GC-71 ACTION AND COMPENSATION IN CASE OF BAD WORKMANSHIP
If it shall appear to the Engineer-in-charge that any work has been executed with Materials of inferior description, or
quality or are unsound or with unsound imperfect or unskilled Workmanship or otherwise not in accordance with the
contractor shall, no demand in writing from Engineer-in-charge or his authorised representative specifying the work,
Materials or articles compained of, not with standing that the same may have been inadvertantly passed, certified and
paid for forthwith rectify or remove and reconstruct the work, specified and in the event of failure to do so within a
period to be specified by Engineer- in-charge in his aforesaid demand, contractor shall be liable to pay compensation at
the rate of one (1) percent of the tendered cost of work for every Ten (10) days limited to a maximum of Ten (10%)
Percent of the value of work while his failure to do so continue and in the case of any such failure the Engineer-in-
charge may on expiry of the notice period rectify and remove and re-execut the work or remove and replace with other
at the risk and cost of the Contractor. The decision of the Engineer-in- charge as to any question arising under this
clause shall be final and conclusive.
GC-72 SUSPENSION OF WORK
Contractor shall, if ordered in writing by Engineer-in-charge or his representative temporarily suspended the
work or any part thereof for such time (not exceeding two months) as ordered and shall not after receiving such
written order proceed with the work until he shall have received a written order to proceed therewith the contractor
shall not be entitled to claim compensa- tion for any loss or damage sustained by him by reason of temporary
suspension of work as aforesaid. An extention of time for completion of work will be granted to the contractor
corresponding to the delay caused by such suspension of work if the applied for the same provided the suspension was
not conse- quent upon any default or failure on the part of the contractor.
GC-73 OWNER MAY DO PART OF THE WORK
When the contractor fails to comply with any instructions given in accordance with the provisions of this contract,the
S.M.C. has the right to carry out such parts of work as the S.M.C. may designate whether by purchasing Materials
and engaging labour or by the agency of another contractor. In such case the S.M.C.shall deduct from the amount
which otherwise might become due to contractor the cost of such work and Materials with Ten (10%) percent
added to cover all departmental charges and should the total amount thereof exceed the amount due to contractor,
added to cover all departmental charges and should the total amount thereof exceed the amount due to contractor,
contractor shall pay the difference to S.M.C.
GC-74 POSSESSION PRIOR TO COMPLETION
The Engineer-in-charge shall have the right to take possession of or to use any completed or partly completed work
or part of work,such possession or use shall not be deemed to be an acceptance of any work completed in
accordance with the contractor. If such prior possession or use by Engineer-in- charge delays the progress of work,
equitable adjustment in the time of completion will be made and the contract shall be deemed to be modified
GC-76 SCHEDULE OF RATES
1. The price/rates quoted by the contractor shall be remain firm till the issue of finalcertificate and shall be
subject to price ADJUSTMENT CLAUSE GC-35. Schedule of rates shall be deemed to include and cover all costs
expenses and liabilities of every description and all risks of every kind to be taken in executing, completing and
handling overwork to owner by contractor. Contractor shall be deemed to have known the nature, scope, magnitude
and the extent of work and Materials required through contract documents may not fully and precisely furnish
them. He shall make such provision in the schedule of rates as he may consider necessary to cover the cost of such
items of work and Materials as may bereasonable and necessary to completion work. The opinion of Engineer-in-
charge as to the item of work shall be final and binding on Contractor although the same may be not shown on or
described specifically in contract documents.
2. The Schedule of rates shall be deemed to include and cover the cost of all constructional plant, temporary
work, pumps, Materials, labour and all other Materials in connection with each item in schedule of rates and the
execution of work or any portion thereof furnished complete in every respect and maintained as shown or described in
the contract document or as may be ordered in writing during the continuance of the contract.
3. The Schedule of rates shall be deemed to include and cover the cost of all royalties and free for the articles and
processes, protected by letters patent or otherwise incorporated in or used in connection with work, also all royalities,
and other payments in connection with Materials of whatsoever kind for work and shall include an indemnity to-owner
which contractor hereby gives against all action, proceeding, claims, damages, costs and expenses arising from the
incorporation in use of work of any such articles, processes or Materials. Octroi of other Municipal or Local Board
charges if levied on Materials equipment of machineries to be brought to site for use on work shall be borne by the
4. No exemption or reduction of custom duties excise duties, sales-tax or any other taxes or charges of the
Central or State Government any local body whatsoever will be granted to obtained. All of such expenses shall be
deemed to have been included in and covered by schedule of rates. Contractor will also obtained and pay for all
permits or other privileges necessary to complete work.
5. The schedule of rates shall be deemed to include and cover risk on account of delay or intereference with
contractor's conduct of work which may occure from any cause including orders of S.M.C. in the exercise of his
power and no account of extension of time granted due to various reasons.
6. For work under unit rate basis no alteration will be allowed in the schedule of rates by reason of work or any
part of them being field, altered extended, diminished or ommitted.
GC-77 PROCEDURE FOR MEASUREMENT OF WORK IN PROGRESS
1. All measurements shall be in metric system. All the work in progress will be jointly measured by the
representative of Engineer-in-charge and contractor's authorised agent. Such measurements will be got recorded in the
measurement book by the Engineer or his authorised representative and signed by contractor or his authorised agent
in token of acceptance. If the contract or his authorised agent fails to be present when even required by the
Engineer-in-charge for taking measurements for any reasons whatsoever, the measurement will be taken by the Engineer
- in - charge or his authorised representative not withstanding the absence of contract and these measurement will be
deemed to be correct and binding on contractor.
2. Contractor will submit a bill in approved proforma in duplicate to the Engineer - in - charge of the work
giving abstract and detailed measurements of various items executed during a month as mutually agreed. The
Engineer-in-charge shall verify the bill and the claim, far as admissible, adjusted if possible, within 10 days of
presentation of the bills.
3. In case of Tenders for completed items of work, contractor may be allowed 'Secured Advance' on the Security
of Materials brought to site for execution of the constructed items of work the extent of 75% of the value of Materials
of unperishable nature and an agreement bedrawn up with contractor under which the owner secured a lien on these
Materials and is safe guarded against losses due to any reasons whatsoever. Recoveries of advance paid would not
be post-poned till the whole work is completed but shall be adjusted from his work done or the Materials used, the
necessary deductions being made when the items of work in which they are used and are billed for. When the mode
of measurement is not covered by contract for any item of work it shall be as per latest I.S.I.
GC-78 RUNNING ACCOUNT PAYMENT TO BE RECOVERDED AS ADVANCES
1. All running account payments shall be regarded as payments by way of advance against the final payment
only and not as payment for work actually done and completed and shall not preclude the requiring of bad, unsound
and imperfect or unskilled work to be removed and taken away and reconstructed or to be considered as an admission
of the due performance of contract or any part thereof.
GC-79 NOTICE FOR CLAIM FOR ADDITIONAL PAYMENT
If the contractor considers that he is entitled to extra payment or compensation or any claim whatsoever in respect of
work, he shall forthwith give notice in writing to the Engineer-in-charge about his extra payment and/or compensation.
Such notice shall be given to the Engineer-in-charge within Ten (10) days from the happening of any event upon which
contractor basis such claims and such notice shall contain full particular of the nature of such claim with full details
and amount claimed. Failure on the part of the contractor to put forward any claim with the necessary particulars
as above within the time above specifed shall be an absolute waiver thereof. No commission by S.M.C. to reject any
such claim and no delay in dealing therewith shall be waiver by S.M.C. of any rights in respect thereof.
GC-80 PAYMENT OF CONTRACTOR'S BILL
1. The price to be paid by the S.M.C. to contractor for the work to be done and for the performance of all the
obligations under taken by the contractor under contract shall be based on the contract price and payment to be made
accordingly for the work actually executed and approved by the Engineer-in-charge.
2. No payment shall be made for work costing less than Rs.5,000/-till the work is completed and a certificate of
completion given. But in case of work estimated to cost more than Rs.5,000/- contractor on submitting the bill
thereof will be entitled to receive a monthly payment, proportionate to the part thereof, approved and passed by
Engineer-in-charge whose certificate of such approval and passing of the sum so payable shall be final and
conclusive against contractor. This payment will be made after making necessary deductions as stipulated elsewhere
in the contract documents for Materials, security deposit, etc. The payment shall be released to the contractor
within Thirty (30) days of submission of the bill in case of running bill and with in two (02) months in case of final
bill, contractor shall present the bill duly pre-receipted on proper revenue stamp.
Payment due to Contractor shall be made by the by crossed Accounts payee cheque in Indian currency forwarding the
same to the registered office of the contractor. Owner shall not be responsible if the cheque is mislaid or
misappropriated by unauthorised person.
GC-81 FINAL BILL
The final bill shall be submitted by Contractor within two (02) month of the date of physical completion of work,
Otherwise the Engineer-in-charge certificate of the measurement and of total amount payable for work shall be finalised
Otherwise the Engineer-in-charge certificate of the measurement and of total amount payable for work shall be finalised
binding on all parties.
GC-82 RECEIPT FOR PAYMENT
Receipt for payment made on account of work when executed by a firm must be signed by a person holding power of
attorney in this respect on behalf of contractor except when described in the tender as a limited company in which
case the receipt must be signed in the name of the company by one of its principal officers or by some other
person having authority to give effectual receipt for the Company.
GC-83 COMPLETION CERTIFICATE
1. When the contractor fulfil his obligation as per terms of contract he shall be eligible to apply for
completion certificate. Contractor may apply for separate completion certificate in respecf of each such portion of
work by submitting the completion documents alongwith such application for completion certificate.
The Engineer-in-charge shall normally issue to contractor the completion certificate within 2 (Two) month after
receiving an application thereof from contractor after verifying from the complete documents and satisfying himself that
work has been completed in accordance with and as set out in the construction and erection drawings and the contract
document. Contractor after obatining the completion certifi-cate is eligible to present the final bill for work executed
by him under the terms of contract.
2. Within 2 (Two) month of completion of work in all respect contractor shall be furnished with a certificate by
the Engineer-in-charge of such completion but no certificate shall be given nor shall work be deemed to have been
executed, until all (1) scaffolding, surplus Materials and rubbish is clearing off site completely (2) until work shall have
been measured by the Engineer-in-charge whose measurement shall be binding and conclusive and (3) until all the
temporary works, labour and staff colonies etc.constructed are removed and the work site cleaned to the satisfaction of
the Engineer-in-charge. If contractors shall fail to comply with the requirements as aforesaid or before date fixed for the
completion of work,the Engineer-in-charge may at the expenses of contractor remove such scaffolding, surplus
Materials and rubbish and dispose of the same he thinks fit.
3. The following documents will form the completion documents :
(a) Technical documents according to which work was carried out.
(b) Construction drawings showing therein the modifications and corrections made during the
course of execution signed by Engineer-in-charge.
(c) Completion certificate for "Embedded" or "Covered" up work.
(d) Certificate of final levels as set out for various works.
(e) Material appropriation statement for the Materials issued by owner for work and list of surplus
Materials returned to S.M.C.'s store duly supported by necessary documents.
4. Upon expiry of the period of defects liability and subject to Engineer-in-charge being satisfied that work Has
been duly maintained by contractor during the defects liability period as fixed originally, or as external subsequently
and the contractor has in all respects made up by subsidence and performed all his obligations under contract, the
Engineer- in-charge shall (without prejudice to the rights of owner in any way) give final certificate to that
effect. The Contractor shall not be considered to have fulfilled the whole of his obligation until final certificate
shall have been given by the Engineer-in-charge notwithstanding previous entry upon and taking possession, working
or using of the same or any part thereof by owner.
5. Final Certificate only Evidence of Completion
Except the final certificate no other certificate or payments against a certificate or an general account shall be taken to
be an admission by owner of the due performance of contract or any part thereof or of occupancy validity of any
claim by the contractor.
GC-84 TAXES, DUTIES, OCTROI, ETC.
The Contractor shall be liable to payment of all the Central/ State/Local Bodie's Levies,/ GST/ taxes or duties etc. The
SMC shall neither bear it nor reimburse at any time but will ensure deduction of Central/State/Local levies/GST
and taxes at Source at the rate provided under the relevant statutes from time to time inforce.
1% Construction Cess will be deducted from respective R.A. Bill and Final bill in accordance with the prevailing
norms of Govt. of Gujarat.
GC-85 INSURANCE
Contractor shall at his own expenses carry and maintain with reputable Insurance Companies to the satisfaction of
owner as follows :
1. Employees State Insurance Act
Contractor agrees to and does hereby accept full and exclusive liability for compliance with all obliga-tions imposed by
the Employees' State Insurance Act 1948, and Contractor further agree to defend, indemnify and hold owner harmless
from any liability or penalty which may be imposed by the Central or State Government of Local authority by reasons
of any asserted violation by contractor or Sub-Contractor of the Employees' State Insurance Act, 1948 and also from
all claims, suits or proceedings that may be brought against owner arising tender, growing out of or by reasons of the
work provided for by this contract whether brought by employees of Contractor, by third parties or by Central or State
Government authority or any administrative Sub-division thereof. Contractor agrees to fill in with the Employees
State Insurance Corporation, the declaration from and all forms which may be required in respect Contractor's or Sub-
contractor's employees these aggregate remuneration is Rs. 400/-p.m.or less and who are employed in work provided
for or those covered by E.S.I from time to time under the agreement. The Contractor shall deduct and secure the
agreement of the Sub-contractor to deduct the employees' contribution as per the first Schedule of the Employees'
State Insurance Act from wages. Contractor shall remit and secure the agreement of Sub-contractor to remit to the
State Bank of India Employees' State Insurance Corporation Accounts, the employees contribution as required by the
Act Contractor agrees to maintain all cares and record as required under the Act in respect of employees and
payments and contractor shall secure the agreements of the sub-contractors to maintain such records, any expenses
incurred for the contributions or maintaining records shall be to contractor's or sub- contractor' account. Owner shall
retain such sum as may be necessary from the contract value until contractor shall furnish satisfactory proof that all
contribution as required by the Employees' State Insurance Act 1948 have been paid.
2. Workman's Compensation And Employees Liability Insurance
Insurance shall be effected for all contractors employees engaged in the performance of this contact. If any part of
work is sublet, contractor shall require the sub-contractor to provide workmans' compensation and employer's liability
insurance which may be required by owner.
3. Other Insurance required under law or regulation by owner
Contractor shall also carry and maintain any and all other insurance which may be required under any law or
regulation from time to time. He shall also carry and maintain any other insurance which may be required by
GC-86 DAMAGE TO PROPERTY
1. Contractor shall be responsible for making good to the satisfaction of owner any loss of and any damage to all
structures and properties belonging to owner or being executed or Procured by owner or of other Agencies within the
premises of all work of owner, if such loss or damage is due to fault and / or the negligence or will full act or
ommission of contractor, his employees, agent representatives or Sub- contractors.
2. Contractors shall indemnify and keep owner harmless of all claims for damage to properties other than S.M.C's
property arising under or by reasons of this agreement if such claims result from the fault and / or negliance or wilful
act of ommission of contractor,his employees, agents, representatives or sub-contractors.
GC-87 OUR LAWS AND REGULATIONS
1.The contractor shall be reponsible for the strict compliance of and shall ensure strict compliance by his sub
contractor employees and agents of all labours and others laws, rules or regulations having the force of law
affecting the relationship of employer and employee between the contractor/ sub-contractor and their respective
2.No labour below the age of eighteen (18) year be employed on work.
3.Contractor shall pay to the labours engaged on work according the law.
4. The Contractor and sub-contractors o f the contractor shall obtain proper authority disignated in this behalf under
any application law, rules or regulations (including but not restricted to the factories Act and Contract Labour Abolition
and Regulation Act 1970,) in so far as applicable) any and all such licences, consents, Registration and / or other
authorisation as shall from time to time be or become necessary for relatint to the execution of work or any part
of portion thereof or the storage or supply of any Materials or otherwise in connection with the performance of the
contract and shall at all times observance by the sub- contractors, employees and agents of all terms and conditions
of the said licences,consents, regulation and other authorisa- tion and laws, rules and regulations applicable thereto.
GC-88 CONTRACTOR TO INDEMNIFY OWNER
1. The Contractor shall indemnify and keep indemnified the owner and every member, officer and employee of
owner from and against all action, claims, demands and liabilities whatsoever and in respect of the breach of any of
the above clauses and/or against any claim, action or demand by any workman/ employee of the contractor or any
sub-contractor and or from any liability and way to any workman / employee of the contractor or any sub-
contractor under any law, rule or regulations having the force of law, including but not limited to claims against the
owner under the workman compensation Act 1923. The employees' Provident Funds Act 1952 and/or the Contract
Labour (Abolition and Regulations) Act,
2. Payment of claims and damages
If owner has to pay any money in respect of such claims or demands as aforesaid, the amount so paid and the cost
incurred by the owner shall be charged to and paid by contractor without any dispute notwithstanding the same
may have been paid without the consent or authority of the Contractor.
3. In every case in which by virtue of any provision applicable in the workman's Compensation Act 1923 or any
other Act, be obliged to pay compensation to workman employed by Contractor the amount of compensation so paid,
and without prejudice to the rights of S.M.C. under sec.(12) Sub-section (2) of the said Act, S.M.C. shall be at
liberty to recover such amount from any surplus due to the contractor or the security deposit. S.M.C. will not be
bound to contest any claim made under section (12) Sub-section (2) of the said Act except or written request of
Contractor and upon the contesting of such claim.
4. The Contractor shall protect adjourning sites against structural decorative and other damages that could be
caused to adjourning premises by the execution of these works and made good at his cost, any such damage, so caused.
GC-89 IMPLEMENTATION OF APPRENTICE ACT
Contractor shall comply with the provisions of the Apprentice Act 1964 and the orders issued thereunder from time
to time. If the fails to do so, it will be a breach of contract. Contractor shall also be liable for any particular liability
arising on account of any violation of the provisions of the Act by him.
GC-90 HEALTH AND SANITARY ARRANGEMENTS FOR WORKERS
Contractor shall comply with all the rules and regulations of the local sanitary authorities or as framed by owner from
time to time for the protection of health and sanitary arrangements of all labour directly or indirectly employed on the
work of this contract.
GC-91 SAFETY CODE
Contractor shall adhere to safe construction practice and gurard against hazardous and unsafe working conditions
and shall comply with owner's safety rules and set fourth herein.
1. First Aid and Industrial Injuries
1.1 Contractor shall maintain first aid facilities for its employees and chose of his sub-contractor.
1.2 Contractor shall make outside arrangements for ambulance service and for the treatment of industrial
injuries. Name of those providing these services shall be furnished to Engineer-in-charge prior to start of
construction, and their telephone numbers shall be prominently posted in contractor's field office.
1.3 All injuries shall be reported promptly to Engineer- in-charge, and a copy of Contractor's report covering
each personal injury requiring the attention of a physician shall be furnished to owner.
2. General Rules
2.1 Carrying, striking, matches, lighters inside the project area & smoking within the job site is strictly probibited
Violators of smoking rules shall be discharged immediately. Within the operation area, not hot work shall be permitted
without valid gas safety, fire permits. The Contractor shall also be held liable and responsible for all lapses of his sub-
contractors/ employees in this regards.
3.1 Suitable scaffolding shall be provided for workmen for all works that can not safely be done from the ground
or from solid construction except such short period work as can be done safely from ladders. When a ladder is used, an
extra mazdoor shall be engaged for holding the ladder and if the latter is used for carrying Materials as well, suitable
foothold sand handholds shall be provided on the ladder and the same shall be given inclination not steeper than
to 4 (1 horizontal and 4 vertical).
3.2 Scaffolding or stagging more than 3.6 M (12') above the ground or floor, swing or suspended from an
overhead support or erected with stationary support shall have a guard rail properly attached, bolted, braced and
otherwise fixed at least 1.0 M (3') high above the floor or platform of scaffolding or staging and extending along the
entire length of the outside ends thereof with only such openings as may be necessary for the delivery of Materials.
Such scaffolfing or staging shall be so fastened as to prevent it from swaying from the building or structure.
4. Maintenance of Safety Devices
4.1 All scaffolds,ladders and other safety devices mentioned or described herein shall be maintained in some
conditions and no scaffold, ladder or equipment shall be altered or removed while it is in use. Adequate washing
facilities should be provided at or near place or work.
5. Display or Safety Instructions
5.1 These safety provisions should be brought to the notice of all concerned by display on a notice board at a
prominent place at the work-spot. The person responsible for compliance of the safety code shall be named
therein by the Contractor.
6. Enforcement of Safety Regulations
6.1 To ensure effective enforcement of the rules and regula-tions relating safety precautions, the arrangements made
by the contractor shall be open to inspection by the welfare Officer, Engineer-in-charge of safety Engineer of the
owner or their representatives.
7. No Exemption
7.1 Notwithstanding the above clause 1.0 to 13.0 there is nothing to exempt the contractor from the operations of
any other Act or rules in force in the Republic of India.
7.2 In addition to the above, the Contractor shall abide by the safety code provision as per C.P.W.D. Safety Code
framed from time to time.
GC-92 ACCIDENTS
It shall be the contractor's responsibility to protect against accidents on the work. He shall indemnify the Municipal
Corporation against any claim for damage or for injury to persons or property resulting from, and in the course of
work and also under the provision of the Workman's Compensation Act. On the occurance of an accident arising out
of the works which results in death or which is so serious as to be likely to result in death, the contractor shall within
twenty four hours of such accident, report in writing to the Engineer-in-charge, the facts stating clearly and is
sufficient details the circumstances of such accident and the subsequent action. All other accidents on the works
involving injuries to persons or damage to property other than that of the contractors shall be promptly reported to
the Engineer-in-charge stating clarly and in sufficient details and facts and circumstances of the accidents and the
action taken. In all cases the contractor shall indemnify the Municipal Corporation against all loss of damage
resulting directly or indirectly from the Contractor's failure to report in the manner aforesaid. This includes panalties
or fine consequency of failureto give notice under the workman's compensation Act or failure to confirm to the
provisions of the said. Act in regard to such accidents.
In the event of an accident in respect of which compensation may become payable under the workmens
compensation Act VIII of 1923 including all modification thereof whether such compensation may become payable by
the contractor or by the Municipal Corporation as principal employer, the Engineer-in-charge may retain out of
money due and payable to the contractor such sum or sums of money as may, in the opinion of the Engineer-in-charge
be sufficient to meet such liability. On receipt of award from the labour commission in regard to quantum of
compensation, the difference in amount will be adjusted.
GC-93 It is clarified that if the contractor makes his own arrangements for water required for construction and labour
camp etc. by drilling bore. No water charges will be recovered from the contractor. On the otherhand, even if the
contractor is not taking connection and makes other arrangement to use Municipal water by tanker or tapping water
from near private connection even so water charges shall be recovered as per relevant condition of the tender. As
per City Engineer Note No.386, dtd.30/7/2012
GC-93 (A) PRICE VARIATION CLAUSE:
No Price Variation difference will be paid to the contractor for Labour, Materials, P.O.L. (Fuel) or any other material for
GC-93 (B) STAR RATE & DIFFERENCE FOR REINFORCEMENT STEEL & CEMENT:
No star rate or basic rate difference will be paid to the contractor for cement , steel reinforcement or any other material
GC-94 GOODS AND SERVICE TAX (GST)
GST CLAUSE FOR CONSTRUCTION / ERECTION / COMMISSIONING / INSTALLATION / REPAIRS /
MAINTENANCE / RENOVATION / FABRICATION OF STRUCTURE INCLUDING BUILDING (MEANS ALL
WORKS CONTACT / TURN KEY PROJECTS / SUPLY OF MATERIAL / GOODS)
GST (Goods & Service Tax) has come in existence from 1 July 2017. Contract / Successful Bidder is boundto pay
any amount of GST prescribed by the Govt. of India as per the Terms of Contract agreed upon during the course
of execution of this Contract.
During the course of execution of contract. if there is any change in Rate of GST (Goods & Service Tax) by the
Government the same shall be reimbursed / recovered separately by SMC subject to the submission of Original Receipt /
proof for the amounts actually remitted by the successful Tenderer / Contractor to the competent authority along with a
certificate from Chartered Accountant of Contractor / Successful Bidder certifying that the amount of GST paid to the
Government and the same shall be intimated / submitted /claimed within 30 Days form the date of payment Remittance
of GST within stipulated period shall be the sole responsibility of the Successful Bidder / Contractor, failing which
SMC and decision of Municipal Commissioner shall be final and binding on the Contractor / Successful Bidder in this
regard Further the non-payment of GST to the Government may lead to the termination of contact and forfeiture of
security Deposit / Performance Guarantee Amount.
If imposition of any other new Taxes / Duties / Levies / Cess or any other incidentals etc. or any increase in the existing
Taxes / Duties / Levies / Cess or any other incidentals etc. (Excluding GST ) are imposed during the course of the
contract the same shall be borne by the Contractor / Successful Bidder only in no case SMC shall be liable for the same.
The Contractor will submit the invoice to the SMC having GSTIN of SMC mentioned therein and the taxes shall be
shown separately on the face of the invoice so as to claim as ITC by SMC.
Note :- The Rates mentioned in BOQ are excluding GST. GST will be reimbursed separately (if applicable as per the
opinion of Account department of SMC / GST Consultant of SMC) as per the prevailing GST Rates decided by the
Government. The contractor is invariably bound to any changes in GST Rates made during the course of the work. The
payment (if applicable) for GST will be only released only after the applicable Amount reflects on Government portal.
Decision of Account Department of SMC regarding applicable GST Rates will be final.
GC-95 SECURED ADVANCES:
No Secured advances shall be paid.
GC-96 SUBMISSION / COMPULSION BY CONTRACTOR
The contractor registered with S.M.C. or any other Govt. organisation is required to employ minimal technical staff as
detailed in the certificate issued to him. If contractor does not employ same technical staff over works entrusted to him,
should submit photo-identity and education qualification of technical staff appointed at site.
"The contractor shall have to keep the record of the labourers employed for the concerned work. The contractor should
provide attendance card, identification card, pay slip etc to the labourers employed. Further, the amount of E.S.I. &
Provident Fund should be deducted from the salary of the labourers employed and such amount should invariably be
deposited to the concerned Government Departments. In addition, the amount of social security under E.P.F. & M.P. act
1952 shall be recovered every month & such amount should invariably be deposited directly to the concern Government
Departments. In the same context, the details regarding such amount deposited to the concern Govt. Deptt. and labourers
employed shall be furnished to the office of Traffic Cell Department of S.M.C. every month.In case of failure, such
amount shall be deducted/recovered from the running bill directly in accordance with the details given by contractor
regarding labourers employed and as per the prevailing rules of Government.In absence of detail, an adhoc suitable
amount of the total amount of work done shall be recovered directly from the running bills. On submission of evidence
amount of the total amount of work done shall be recovered directly from the running bills. On submission of evidence
of recovery of such amount, the amount recovered/deducted shall be released in the next bill after due sanction of
Competent Authority of S.M.C.”
GC-97 SPECIAL RISK
If during the contract, there shall be outbreak of war (whether war is declared or not), major epidemic, earthquake, or
similar occurrence in any part of the world beyond the control of either party to the contract which whether financially
or otherwise materially affects the execution of the contract, the contractor shall unless and until, the contract is
terminated under the provisions of this article, use his best endeavors to complete the execution of the contract, provided
always that the Corporation shall be entitled at any time after the onset of such special risks, to terminate the contract by
giving written notice to the contractor and upon such notice being given this contract shall terminate but without
prejudice to the rights of either party in respect of any antecedent breach thereof. If any of the works, or materials to be
deli subjected to damage or distribution by reasons for the special risks, the contractor shall be entitled to payment for
such damage or destroyed materials and to any costs involved in making good damages or destroyed materials as may
be required by the Municipal Corporation.
The contractor shall not be liable for payment of compensation for delay or for failure to perform the contract for
reasons of Force Majeure such as acts of public enemy, acts of Government fires, floods, cyclone, epidemics, quarantine
restrictions, lockouts, strikes, freight embargoes and provided that the contractor shall within Ten (10) days from the
beginning of such delay notify the Engineer-in-charge in writing the cause of delay. The Municipal Commissioner shall
verify the facts and grant such extension as the facts justify.
GC-98 SECURITY DEPOSIT
The person/persons whose tender may be accepted (hereinafter called the contractor, which expression shall unless
excluded by or repugant to the context include his heirs, executors, administrators and assignees) shall (within 10 days
of the receipt by him of the notification of the acceptance of his tender otherwise 0.065% per day of S.D. amount will be
charged as penalty) deposit with Municipal Commissioner in cash or Government securities endorsed to the
Commissioner sum sufficient which will make up the security deposit specified in the tender.
If the amount of the security deposit to be paid in lump sump within the period specified above is not paid the tender
contract already accepted shall be considered as cancelled. The security deposit lodged by contractor shall be
refunded after the expiry of the Defects Liability period as shown in the attached Memorandum after deducting dues,
ifany, which become liable to be recovered from the contractor under the terms and conditions of this Agreement.
GC-99 COMPENSATION OF THE DELAY
The time allowed for carrying out the work as entered in the ender shall be strictly observed by the contractor
and shall be reckoned from the date on which the order to commence work is given to the contractor. The work shall
through out the stipulated period of the contract be proceeded with, all due diligence (time being deemed to be the
assence of the contract on the part of the contractor) and the contractor shall pay as conpensation a percentage amount
(shown in the attached Memorandum) of the tendered cost of the whole work as shown by the tender for every day
that the work remains uncommenced or unfinished after the proper days, And further to ensure good progress during
the execution of the work the contractor shall be bound, in all cases in which the time allowed for any work exceeds
one month, to complete parts of the work during the period shown in the attached Memorandum.
In the event of the contractor failing to comply with these conditions he shall be liable to pay as compensation in
form of liquidated damages, the amount mentioned above for every day that the due quantity of work remained
incomplete provided always that the total amount of compensation to be paid under the provision of this clause shall
incomplete provided always that the total amount of compensation to be paid under the provision of this clause shall
not exceed 10 percent of the Tendered cost of the work as shown in the tender.
GC-100 ACTION WHEN WHOLE OF SECURITY DEPOSIT IS FOREFITED
In any case in which under any clause of or clauses this contract the contractor shall have tendered himself liable to
pay compensation amounting to the whole of this security deposit (whether paid in one sum or deducted by
instalments) or in the case of abandonment of the work owing to serious illness or death of the contractor or any
other causes, the Commissioner on behalf of the Corporation shall have power to adopt of the following courses,
as he may deem best suited to the interest of Municipal Corporation .
(a) To rescind the contract (of which rescission notice in writting to the contractor under the hand of the
Commissioner shall be conclusive evidence) and in that case that security deposit of the contractor shall stand
forefeited and be absolutely at the disposal of Municipal Corporation .
(b) To employ labour paid by the related Zone and to supply material to carry out the works, or any part of the
work debitting, the contractor with errectness of which cost and price the certificate of Executive Engineer shall be
final and conclusive against the contractor and crediting him with the value of the work done,in all respects in the same
manner and at the same rates as if it had been carried out by the contractor under the terms of his contract, and in that
case the certifate of the Executive Engineer as to the value of the work done shall be final and conclusive agains the
(c) To order that the work of the contractor be in measured up and to take such part thereof as shall be
unexecuted out of his hands, and to give it to another contractor to complete, in which case any expenses which may be
incurred in excess of the sum which would have been paid to original ontractor, if the whole work had been executed
by him (as to the amount of which excess expenses the certificate in writing of the Executive Engineer shall be finl
and conclusive) be borne & paid by the original contractor shall be deducted from any money due to him by
Municipal Corporation under the contract or otherwise from his security deposit or the proceeds of sale thereof, or a
sufficient part thereof.
Action when the progress of any perticular portion of the work if unsatisfactory
In the event of any of the above courses be adopted by the Commissioner the contractor shall have no claim to
compensation for any loss sustained by him by reason of his 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 reseinded under provision aforesaid, the contractor shall
not be entitled to recover, or be paid any sum for any work thereto actually performed by him under this contract
unless and until the Executive Engineer shall have certified in writing the performance of such work and the amount
payable to him in respect thereof, and he shall only be entitled to paid the Particular amount so certified.
GC-101 COMPENSATION TO LOSS
Contractor remains liable to pay compensation in form of liquidated damages if action not taken under GC-
22. If the progress of any particular portion of the work is unsatisfactory the Commissioner shall
notwithstanding that the general progress of the work is satisfactory in accordance with GC-99, be entitled
to take action under GC-22 (b) after giving the contractor 10 day's notice in writing and contractor will
have no claim for compensation for any loss sustaind by him owing to such action.
GC-102 Power to take possession of require to removal of, or self contractor's plan
In any case in which any of the powers conferred upon the Commissioner by GC-22 and GC-101 hereof
shall have become exercisable and same shall not have been exercised the non-exercise thereof shall not
constitute a waiver of any of the conditions hereof such powers shall notwithstanding be exercisable in
any future case default by the contractor for which by any cluase or clauses hereof he is declared liable to
pay compensation mounting to the whole of his security deposit require or and the liability of the
contractor for past and future compensation shall remain unaffected.
In the event of the Commissioner taking action under sub-caluse (a) or (c) of GC-22, he may, be he so desire
to take possession of all or any tools, plant materials and stores in or upon the works, or the site thereof or
belonging to the contractor, or procured by him and intended to be used for the execution of the work of
any part thereof, paying or allowing for the same in account at the contract rates, or in the case of contract
rates not being applicable, at current market rates,to be cartified by the Executive Engineer whose certificate
thereof shall be final. In the alternative the Commissioner may by notice in writing to the contractor or his
clerk of the works. Foremen or other authorised agent require him to remove such tools, plant, materials, or
stores from the premises within a time specified in such notice; & in the event of the contractor failing to
comply with any such requisition, the Commissioner may remove them at the contractor's expense or sell
them by action or private sale at the risk and account of the contractor in all respects, and certificate of the
Executive Engineer as to the expense of any such removal, and the amount of the proceeds and expense of
any of any sale shall be final and conclusive against the contractor.
GC-103 EXTENSION OF TIME
If the Contractor shall desire an extension of the time for completion of the work on the ground of his having
been unavoidably hindered in its execution or on any other ground, he shall apply in writing to the Commissioner
within 30 days from the date on which he was hindered as aforesaid on or which the cause for asking for extension
occurred and the Commissioner may, if in his opinion, there are reasonable grounds for granting an extension,
grant such extension as he thinks necessary or proper. The decision of the Competent authority in this matter
shall be final and binding to all.
GC-104 FINAL CERTIFICATION
On completion of the work the contractor shall be furnished with a certificate by the Executive Engineer (hereinafter
called the Engineer- in- charge) of such completion, but no such certificate shall be given nor shall the work be
considered to complete until the contactor shall have removed from the premises on which the work shall have been
executed all scaffolding, surplus materials and rubbish, and shall have cleaned of the dirt from all woodwork, doors,
windows,walls, floors or other parts of any building, in or upon which the work has been executed,or of which he
may have had possession for the purpose of executing the work,nor until the work shall have been measured by the
Engineer-in-charge or w here the measurement have been taken by his subordinates until they have received the
approval of the Engineer-in- charge, the said measurement being binding and conclusive against the contractor.
If the contractor shall fail to comply with the requirements of this clause as to the removal of scaffolding, surplus
materials and rubbish. And cleaning off dirt on or before the date fixed for the completion of the work, the Engineer-
in-charge may, at the expense of the contractor remove such scaffolding surplus material and rubbish, and dispose
off the same as he thinks fit and clean off such dirt as aforesaid; and contractor shall forthwith pay the amount off
all expenses so incurred,but shall have no claim in respect of any such scaffolding or surplus materials as aforesaid
except for any sum actually realized by the sale thereof.
GC-105 PAYMENT ON INTERMEDIATE CERTIFICATE TO REGARDED AS ADVANCE.
No payment shall be made for any work, on estimated to cost less than rupees one thousand, till after the whole of the
said work shall have been completed & a certificate of completion given. But in the case of works estimated to cost
more than rupees one thousand, the contractor shall, on submiting a monthly bill therefore be entitled to received
payment proportionate to the percentage shown in the attached Memorandum of the part of the works than approved and
passed by the Engineer-in-charge, whose certificate of such approval and passing of the sum so payable shall be final
and conclusive against the contractor.
All such intermediate payment shall be regarded as payment by way of advance against the final payments only & not as
payments for work actually done and completed and shall not preclude the Engineer-in-charge from requiring bad,
unsound imperfect of unskilful work to be removed & taken away & reconstructed, or re-erected. nor shall any such
payment be considered as an admission of the due performance of the contract or any part thereof in any respect of the
accruing of and claim; nor shall it conclude, determine or affect in any way the Powers of the Engineer-in-charge as to
the final settlement and adjustment of the accounts or otherwise, or in any other way very or affect the contract. The
final bill shall be submitted by the contractor within one month of the date fixed for the completion of the work,
otherwise the Engineer-in-charge's certificate of the measurement and of the total amount payable for the work shall be
otherwise the Engineer-in-charge's certificate of the measurement and of the total amount payable for the work shall be
final and binding on all parties.
GC-106 PAYMENT AT REDUCED RATE ON ACCOUNT OF ITEM OF WORK NOT ACCEPTED AS
COMPLETED TO BE THE DISCRETION OF THE ENGINEER-IN-CHARGE
The rates for serveral items of the work agreed to within, shall be valid only when the item concerned is accepted as
having been completed fully in accordance with the sanctioned specifications. In cases where the items of works are not
accepted at 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 prepartion of final or on account bills.
A bill may be submitted by the contractor once in each month on or before the date fixed by the Engineer-in-charge for
all works executed in the previous months, and the Engineer -in- charge shall take or cause to be taken the requisite
measurement for the purpose of having the same verified, and the claim, so far as it is admissible shall be adjusted if
possible within fifteen days from the presentation of the bill. If the contractor does not submit the bill within the time
fixed as aforesaid, Engineer-in-charge may depute a subordinate to measure up the said work in the presence of the
contractor or his duly authorised agent whose counter signature to the measurement list 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.
GC-107BILLS TO BE ON PRINTED FORMS
The contractor shall submit all bills on the printed forms to be had on application at the office of the Engineer-in-charge.
The charges to be made in the bills shall always be entered at the rates specified in the tender or in the case of any extra
work ordered in pursuance of these conditions, and not mentioned or provided for in the tender at the rates hereinafter
provided for such work.
GC-108STORES SUPPLIED BY SMC
If the specification or estimate of the work provides for the use of any special description of materials to be supplied
from the Municipal Store or if it is required that the contractor shall use certain stores to be provided by the Engineer-in-
charge (such materials and stores and the prices to be charged thereof as hereinafter mentioned being so far as
practicable for the convenience of the contractor but not so as in any way to control meaning or effect of the contract
specified in the schedule or memorandum hereto annexed) the contractor shall be supplied with such materials and
stores as may be required from time to time to 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 deducted form any sums then due, or thereafter to
become due to the contractor under the contract, or otherwise or from the security deposit, or the proceeds of sale
thereof shall be deposit is held in Governement securities the same or a sufficient portion there of shall in that case be
sold for the purpose. All material supplied to the contactor shall remain the absolute property of Municipal Corporation
and shall on no account be removed from the site of the work, and shall at all times be opened to inspection by the
Engineer-in-charge. Any such materials unused and in perfectly good condition at the time of completion or determation
of the contract shall be returned to the related zone store, if the Engineer-in-charge so requires by a notice in writing
given under his hand, but the contractor shall not be entitled to return any such materials except with such consent and
he shall have no claim for compensation on account of any such materials supplied to him as aforesaid but remaining
unused by him or for any wastage in or damage thereto.
GC-109WORKS TO BE EXECUTED IN ACCORDANCE WITH SPECIFICATIONS, DRAWINGS ORDERS
The contractor shall execute the whole and every part of the work in the most substantial and workman like manner, and
both as regards materials and in every other respect in strict accordance with the specifications. The contractor shall also
conform exactly, fully and faithfully to designs, drawings and instructions in writing relating to the work signed by the
Engineer-in-charge and lodged in his office and to which the contractor shall be entitled to have access for the purpose
of inspection at such office, or on the site of the work during office hours, and the contractor shall, if he so requires, be
entitled at his own expense to make or cause to be made copies of the specifications and of all such designs, drawings
and instruction on aforesaid.
GC-110 ALTERNATION ON SPECIFICATIONS AND DESIGN NOT TO INVALIDATE CONTRACTORS.
RATES FOR WORKS NOT ENTERED IN ESTIMATE OR SCHEDULE TO RATES OF THE SMC
The Engineer-in-charge shall have power to take any alteration in, or addition to the original specifications, drawings,
designs and instruction 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 alteration shall not invalidate the contract and any
additional work which the contractor may be directed to do in the manner above specified as part of the work shall be
carried out by the contractor on the same conditions in all respect on which he agreed to do the main work and at the
same rates as are specified in the tender for the main work. And if the additional and altered work includes any class of
work for which on rates is specified in this contract than such class of work shall be carried out at the rates entered in the
schedule of rates of Municipal Corporation or at the rates 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
Municipal Corporation is ordered to be carried out before the rates are agreed upon then the contractor shall, within
seven days of the date of receipt by him of the order to carry out the work, inform the Engineer-in-charge of the rate
which it is his intention to charge for such class of work and if the Engineer-in-charge does not agree to this rate he shall
by notice in writing be at liberty to cancel his order to carry out such class of work, and arrange to carry it out in such
manner as he may consider advisable provided always that if the contractor shall commence the work or incure any
expenditure in regards thereto before the rates shall have been determined as lastly herein before mentioned, then in
such case he shall only be entitled to be paid 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 a dispute, the decision of the Commissioner
Where, however, the work shall have to be executed according to the designs; drawings and specifications
recommended by the contractor and accepted by the competent authority the alteration above referred to shall within the
scope of such designs drawings and specification appended to the tender.
Extension of time in consequence of additions or alterations. The time limit for the completion of work shall be
extended in the proportion that the increase in its cost occasioned by alterations or addition the cost of the original
contract work, and the certificate of the Engineer-in-charge as to such proportion shall be conclusive.
GC-111 NO COMPENSATION FOR ALTERATION IN OR RESTRICTION OF WORKS TO BE CARRIED
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 the
whole or part of the work to be carried out at all or to be carried out by the contractor, he shall give notice in writing of
the fact to the contractor who shall thereupon suspend or stop, the work totally or partially, as the case may be. In any
such case, except as provided hereunder, the contractor shall have no claim to any payment or compensation whatsoever
on account of any profit or advantage which he might have derived from the execution of the work in full but which he
did not so derive in consequence of the full amount of the work nor having been carried out, or on account of any loss
that he may be put to on account of materials purchased or agreed to be purchased, or for unemployment of labour
recruited by him. He shall not also have any claim for compensation by reason of any alteration having been made in the
original specifications, drawings, designs and instructions may involve any curtailment of the work as originals
contemplated. Where which however, materials have already been purchased or agreed to be purchased by the
contractor, before receipt by him of the said notice, the contractor shall be paid for such materials at the rate determined
by the Engineer-in-charge, provided they are not in excess of requirements and are of approved quality and/or shall be
compensated for the loss, if any that he may be put to in respect of materials agreed to be purchased by him, the amount
of such compensation to be determined by the Engineer-in-charge, whose decision shall be final. If the contractor
suffers any loss on account of his having to pay labour charges during the period during which to 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 a foresaid.
GC-112ON CLAIM TO COMPENSATION ON ACCOUNT OF LOSS DUE TO DELAY IN SUPPLY OF
MATERIALS BY SMC.
The contractor shall not be entitled to claim any compensation from Municipal Corporation for the loss suffered by him
on account of delay by Municipal Corporation in the supply of materials entered in schedule A' where such delay is
(1) Difficulties relating to the supply of Railway wagons & availability of Government controlled materials-
(2) Force Majeure.
(3) Act of God.
(4) Act of the Nation's enemies or any other reasonable cause beyond the control of Municipal Corporation .
In the case of such delay in the supply of material the Municipal Corporation shall grant such extension of time
for the completion of the work as shall appear to the Commissioner to be reasonable in accordance with the
circumstances of the case. The decision of the Commissioner as to the extension of time shall be accepted as final by the
The contractor is to set out and levi the work & will be responsible for the accuracy of same. He is to provide and
maintain measuring and surveying instruments including steel tapes, theodolite and dumpy level at all times for proper
carrying of the work and for the use of Executive Engineer and his representative including skilled attendance.
The Contractor is to cover up and protect the works from the weather, and is suspend all `wet' operations during
weather which, in the Executive Engineer opinion, will be detrimental to the work.
Samples of each class of material and workmanship shall be submitted by the Contractor for the approval of
Executive Engineer and after such approval these samples shall be deposited at any place the Executive
Engineer may appoint and the Contractor shall be required to perform all the works of this contract in accordance with
On completion, all work must be cleaned down; rubbish removed and the works and land cleaned of rubbish;
surplus materials and other accumulations, and everything left in a clean and ordinary condition.
The contractor shall provide, erect and maintain proper sheds and temporary buildings for the storage and protection
of materials and goods and for the execution of work which may be fabricated or brought on the site.
The contractor is to set out and level the works and will be responsible for the accuracy of the same. He shall also be
responsible for the correctness of the positions, levels, dimensions and alignment of all parts of the structures as shown
in the drawings supplied to him.If at any time any error shall appear during the progress of any part of the work, the
contractor shall at his own expense rectify such error if called upon to the satisfaction of the Executive Engineer.
The contractor shall permit the execution of the work not provided for in the tender by artists; tradesman, or others
engaged by the Municipal Corporation . The contractor shall allow all reasonable facilities and the use of his
scaffolding and water for the execution of such work, but is not required to provide any special scaffolding for the
execution of such work except by special arrangement with Municipal Corporation .
GC-120 TIME LIMIT FOR UNFORESEEN CLAIM
Under no circumstance whatsoever shall the contractor be entitled to any compensation from Municipal Corporation on
any account unless the contractor shall have submitted a claim in writing to the Engineer-in-charge within one month of
cause of such claim occurring.
GC-121 ACTION AND COMPENSATION PAYABLE IN CASE OF BAD WORK:
If at any time before the security deposit is refunded to the contactor, it shall appear to the Engineer-in-charge orhis
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 quality inferior to that contracted for, or other- wise not in accordance with the contract, it shall be
lawful for the Engineer-in-charge to intimate this fact in writing to the contractor and them not 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 in part as the case may
require, or if so required shall remove the materials or articles so specified and provide other proper and 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 tender for every day not exceeding ten days, during which the failure so contimate
and in the event of any such failure as aforesaid the Engineer-in-charge may rectify or remove and execute the work or
remove and replace the materials or articles complained or as the case may be at the risk and expense in all respects of
the 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 at such reduced rates along with the
appropriate penalty as the Commissioner may deem fit.
The period to be counted from that date of final completion and handing over of the work to the Municipal Corporation
during which the contractor is so liable for any defects in the work shall be the Defects Liability Period shown in the
attached Memorandum.
GC-122 WORK TO OPEN BE INSPECTION
Contractor is responsible agent to be present. All works under in course of execution or executed in pursuance of the
contract shall at all time be open to the inspection and supervision of the Engineer-in- charge and his subordinates, and
the 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 subordinate to visit the work shall have been given to the contractor, either
himself be present to receive orders and instructions, or have a responsible agent duly accredited in writing present for
that purpose. Orders given to the contractor's duly authorised agent shall be considered to have the same force and effect
as if they had been given to the contactor himself.
GC-123 NOTICE TO BE GIVEN BEFORE WORK IS CONVERED UP
The contactor shall give not less than five day's notice in writing to the Engineer-in- charge or his subordinate in charge
of the work before covering up or other wise placing beyond the reach of measurement 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 any work without the consent in writing of the Engineer- in- charge or his subordinate in charge of the
work, and if any work shall be covered up or placed beyond the reach of measurement without such notice having been
given or consent obtained, the same shall be uncovered at the contractor's expense, and in default thereof no payment or
allowance shall be made for such work or for the materials with which the same was executed.
GC-124 Contractor Liable For Damage Done, And Or Imperfection For Three Months After Certificate.
If the contactor or his workmen; or servants shall break, deface injure or destroy any part of a building in which they
may be working, or any building, road, fence enclosure or grass land or cultivated ground continuous to the premises on
which the work of any part thereof is being executed; or if any damage shall be done to the work for any cause whatever
while if is in progress or if any imperfection become apparent in it within the Defect liability period mentioned above by
Engineer- in- charge the contactor shall make good the same at his own expense, or in default the Engineer in charge
may cause the same to be made good by other workmen and deduct the expenses (of which certificate of Engineer-in-
charge shall be final) from any sum that may be due or thereafter became due to the contractor or from his security
deposit or the proceed of sale thereof or of a sufficient portion thereof.
GC-125 CONTRACTOR TO SUPPLY PLANT, SCAFFOLDING ETC
The contractor shall supply at his own cost all materials ( except such special materials, if any, as may be supplied
from the Pubub works department Stores in accordance with the contract).plant tools, appliances implements, ladders,
cordage, scaffolding and any temporary works which may be required for the proper execution of the work, in the
original; altered or substituted from, and whether included in these specification or, other documents 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 entitle 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 with the means and materials
necessary for the purpose of setting out works and counting, weighing and assisting in the measurement or examination
at any 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 expense of the contractor and the expense 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 lights required to protect the public from accident;
and shall also be bound to bear the expenses of every suit. Action or other legal proceedings, at law, that may be
brought by any person for Injury sustained owing to negligence of the above precautions, and to pay damages and
costs which may be awarded in any such suit action or proceedings, to any such person, or which may with the
consent of the contractor be paid in compromising any claim by any such person.
The contractor shall make his own arrangement for drinking water for the labour employed by him.
GC-127 LIABILITY OF CONTRACTOR FOR ANY DAMAGE DONE IN OR OUTSIDE WORK AREA
Compensation for all damage done intentionally or unintentionally or by contractor's labourers whether in or beyond
the limits of municipal property shall be estimated by the Engineer-in-charge or such other office as he may appoint
& estimates of Engineer-in-charge subject to the decision of the Commissioner on appeal be final & the contractor
shall be bound to pay the amount of the assessed compensation of demand failing which the same will be recovered
from the contractor as damage from the security deposit or deducted by the Engineer-in-charge from any sum that may
by due or become due from Mahanagar Seva Sadan to the contractor 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 from injury sustained by him owing to negligence of precautions to prevent the spread of fire & he shall also pay
any damages and cost that may be awarded by the court in consequence.
GC-128 WORK ON SUNDAY
No work shall be done on Sunday without the sanction in writing of the Engineer-in -charge.
Contract may be rescinded by and security deposit forfeited for subletting it without approval or for be inging a public
officer or if contractor becomes in solvent:
The contract shall not be assigned or subject without the written approval of the Engineer- in-charge, and if the
contactor shall assign or sublet his contract or attempt to do so or become insolvent or commence any proceedings to be
adjudicated an insolvent or make any composition with his creditors, or attempt to do the Engineer-in-charge may, by
notice in writing rescind the contract. Also if any bribe, gratuity gift, loan, perquisite, reward or directly advantage,
pecuniary or otherwise, shall either or indirectly be given, promised, or offered by the contractor, or any of his
servants agents to any public officer or person in the employ of Municipal Corporation in any way relating to his office
or employment, or if any such officer or person shall become in any way directly or indirectly interested in the
contract the Engineer- in-charge may be notice in writing rescind the contract. In the event of contract being
rescinded, the security deposit of the contractor shall thereupon stand forfeited and be absolutely at the deposit of the
Mahanagar Seva Sadan & the same consequences shall ensue as if the contract had been rescinded under clause-3
hereof and in addition the contactor, shall not be entitled to recover or be paid for any work thereto for, actually
performed under the contract.
GC-130 SUM PAYABLE BY WAY OF COMPENSATING TO BE CONSIDERED AS REASONABLE
COMPENSATION WITHOUT REFERENCE ACTUAL LOSS
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 Municipal Corporation without reference to the actual loss
or damage sustained and whether any damage has or has not been sustained.
GC-131 CHANGES IN THE CONSTITUTION OF FIRM TO BE NOTIFIED.
In the case of a tender by partners any change in the constitution of a firm shall be forthwith notified by the
contractor to the Engineer-in-charge for his information.
GC-132 WORKS TO BE UNDER THE DIRECTION OF EXECUTIVE ENGINEER
All works to be executed under the control shall be executed under the directions and subject to the approval in the
respects of the Executive Engineer 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.
GC-133 DECISION OF THE COMMISSIONER TO BE FINAL
Except where otherwise specified in the contract decision of the Commissioner shall be final conclusive and binding
on all parties to the contract upon all questions relating to the meaning of the specification designs, drawings and
instructions here in before mentioned and as to the quality of workmanship, or materials used on the work, or as to
any ot her question, claim, right, matter, or thing whatsoever in any way arising 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.
GC-134 LUMP SUM IN ESTIMATES:
When the estimate on which a tender is made includes lump sums in respect of parts of the work the contractor shall
be entitled to payment in respect of the item of work involved or the part of the work in question at the same rates as
are payable under this contract of such items of if the part of the work in question is not in the opinion of the
Engineer-in-charge capable of measurement the Engineer-in-charge may at his discretion pay the lump sum amount
entered in the estimate, and the certificate in writing of the Engineer-in-charge shall be final and conclusive under the
provision of the clause.
GC-135 ACTION WHERE NO SPECIFICATION
In the case of any class of work of which there are on such specifications as are mentioned in Rule 1 such work shall
be carried out in accordance with the Municipal or Gujarat Government P.W.D. specifications, and in event of there
being no Municipal or Government P.W.D. specifications, then in such case the work shall be carried out in all
respects in accordance with the instructions & requirement of the Engineer- in-charge.
GC-136 DEFINITION OF WORKS
The expression "works" or "Work" where used in these conditions shall, unless there be something in the subject or
context repugnant to such construction be constructed to mean the work of works the contracted to be executed under
or in virtue of the contract, whether temporary or permanent, and whether original altered, substituted or additional.
GC-137 REFUND OF QUARRY FEES AND ROYALTIES
All quarry fees and royalties shall be paid by the contractor All octroi taxes shall also be paid contractor according to
the Municipal rules in force at the time and no refund shall be given Certificate for refund of quarry fees and
royalties in admissible under existing rules shall be given by the Municipal to the contractor after successful
completion of the contract. For the levy of water charges for construction work, please see the attached Memorandum.
GC-138COMPENSATION UNDER WORKMEN'S COMPENSATION ACT
The contactor shall be responsible for and shall pay any compensation to his workmen payable under the workmen's
Compensation Act 1923 ( VIII of 1923 ) or any statutory modification thereof for injuries caused to workmen.
GC-139 CLAIM FOR QUANTITIES OF WORK ENTERED IN THE TENDER ESTIMATE
Quantities shown in the tender are approximate and no claim shall be entertained for quantities of work executed
being either more or less then those entered in the tender of estimate.
GC-140CLAIM FOR COMPENSATION DELAY IN STARTING THE WORK
No. compensation shall be allowed for any delay caused in the starting of the work on account of any acquisition of
land and in the case of clearence work, for any delay in accordance to estimate.
GC-141 CLAIM FOR COMPENSATION FOR DELAY IN THE EXCAVATION OF WORK
No compensation shall be allowed for any delay in execution of the work on account of water standing in borrow pits or
compartments. 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.
GC-142 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 and instructions
of the Engineer-in-charge or of his subordinate in charge of the work failing such authority the contractor shall have no
claim to ask for measurements for payment of work,
GC-143 MINIMUM AGE OF PERSONS EMPLOYED THE EMPLOYMENT OF DONKEYS AND OR
OTHER ANIMALS & THE PAYMENT OF FAIR WAGES
(i) No contractor shall employ any person who is under the age of 12 years.
(ii) No contractor shall employ donkeys or other animals with breching of string or thin rope. The breeching must
be atleast three inches wide and should be of tape (Nawar).
(iii) No animals suffering from sores, lameness or emaciation or which isimmature shall be employed on the work.
(iv) The Engineer-in-charge or his agent is authorised to remove from the work any person or animal found
working which does not satisfy these conditions and no responsibility shall be accepted by Municipal
Corporation for any delay caused in the completion of the work by such removal.
(v) The contractor shall pay fair & reasonable wages to the workmen employed by him in the contract
undertaken by him in the event of any dispute arising between the contractor and his workmen onthe
grounds that the wages paid are not fair and reasonable, the dispute shall be referred without delay to the
Executive Engineer who shall decide the same.
The decision of the Executive Engineer shall be conclusive and binding.
On the contractor but such decision shall not in any way affect the condition in the contract regarding the
payment to be made by Municipal Corporation at the sanctioned tender rates.
GC-144 METHOD OF PAYMENT
Payment to contractors shall be made by cheques drawn on any Bank in Surat, provided the amount exceeds Rs.10.
Amounts not exceeding Rs.10 will be paid in cash.
GC-145 ACCEPTANCE OF CONDITION COMPULSORY BEFORE TENDERING FOR WORK.
Any contractor who does not accept these conditions shall not be allowed to tender for works.
GC-146CLAUSE HEADINGS
The clause headings in these conditions are for purposes of reference only and are not to be deemed to from part of this
Disputes if any, shall be discussed and mutually settled and in case of disagreement the same shall be referred to
Commissioner/Standing Committee. After referring to Commissioner/Standing Committee if the said dispute is not
solved, the same shall be referred to the court subject to Surat Jurisdiction only.
GC-148 THE FOLLOWING CONDITION ARE BEING INCLUDED IN THIS TENDER AND SHALL BE
CONSIDERED AS A PART OF TENDER DOCUMENT.
(i) In case the total amount of work done is less than 5% of the contract value, prorate S.D. to that extent may be
(i) In case the total amount of work done is less than 5% of the contract value, prorate S.D. to that extent may be
refunded to the contractor while releasing the payment of final bill. In short, the S.D. to be retained by the Corporation
after payment of final bill shall be equal to 2% of the amount of final bill as per the prevailing norms or as per the norms
decided from time to time.
(ii) If there is increase in amount of work more than 5% of the Contract value. The Additional S.D. shall be recovered
from the running bill. When the total of any of work done by the Contractor up to running bills under consideration is
more than 5% of the contract value. However, such S.D. shall be recovered in the round figure of Rs. 1000/- i.e. the
amount of work done when it exceeds 5% of the contract value it shall be refunded of to the nearest multiple of
Rs.25000/- such additional S.D. shall be recovered for the works amount to Rs. 5 Lacs or more at the rate of 4% of the
additional amount.
(iii) In many cases, the contractors are stopping the work half-way due to number of reason and when the
department has to take actions in accordance to clause 3(a) or (b) or (c) of the contract the remaining work has to be
carried out by advertising the tender for the remaining work and the whole administrative process right from inviting
tenders to finalising the tender etc.
In such cases a fixed amount of Rs.1000/- should be reversal from the original contract towards the cost of
advertisement and other administrative charges incurred by the department in finalising the contract for the remaining
work. In case a separate advertisement is issued for a single work actual cost of advertisement shall be recovered such
recovery shall be in addition to the recovery to be made under clause-3 or such other relevant clauses.
No Contractor shall employ any person who is under the age of 18 years. If any contractor found employing person or
persons under the age of 18 years, during course of the construction at any stage, legal actions shall be taken against him
as stipulated in Child Labour (Prohibition & Regulation) Act 1986 and also, a penalty of Rs.20,000/-(Rupees Twenty
thousand) shall be imposed which shall be deposited with District Collector in Child Labour Rehabilitation cum Welfare
No Contractor shall employ donkeys or other animals with breeching of string or thin rope. The breeching must be at
least three inches wide and should be of tape [Nawar].
No animals suffering from sores, lameness or emaciation or which is immature shall be employed on the work.
The Engineer-in-charge or his agent is authorized to remove from work any person or animal found working which does
not satisfy these conditions and no responsibility shall be accepted by the Municipal Corporation for any delay caused in
the completion of the work by such removal.
The Contractor shall pay fair and reasonable wages to the workmen employed by him in the contract undertaken by him
in the event of any dispute arising between the Contractor and his workmen on the grounds that the wages paid are not
fair and reasonable, the dispute shall be referred without delay to the Executive Engineer who shall decide the same.
The decision of the Executive Engineer shall be conclusive and binding on the Contractor, but such decisions shall not
in any way affect the condition in the contract regarding the payment to be made by the Municipal Corporation at the
sanctioned tender rates.
GC-150 EVALUATION OF SUBMITTED QUALIFICATION OFFER BASED ON SUBMISSIONSMADE BY
The tenderer shall be fully responsible for correctness of submissions made whether same has been examined and
approved by employer or not. In the event of misrepresentation or suppression of the matter/ fact by the tenderer, the
action will be taken on the wrong tenderer as per procedure/ provision outlined in the tender document. Price bid will be
opened of those tenderers, whose post qualification bids meet requirements of the qualifying criteria as laid down in
GC-151 AS PER STANDING COMMITTEE RESOLUTION NO . 811, DT. 13/07/1990
Before making payment of final bill to the tenderer of "Item rate type tender" on the completion of the works, total
amount of that work done at sanctioned rate shall be compared with the total amount of work done, had it been executed
amount of that work done at sanctioned rate shall be compared with the total amount of work done, had it been executed
at the rate of the tenderer of the tender which one is next higher than sanctioned one i.e. second lowest. tenderer
While comparing total amount, quantity to be taken into consideration will be the quantity executed and not the quantity
While comparing total amount, quantity to be taken into consideration will be the quantity executed and not the quantity
put to tender and will also include variation of quantity within the limits of quantity executed i.e. 30% of the estimated
quantity or as desired in a particular case.
In case the latter is less than the total amount of work done at sanctioned rate than the amount of difference between the
In case the latter is less than the total amount of work done at sanctioned rate than the amount of difference between the
due shall be deducted from the final bill before making payment In other words, the work when executed shall not to
exceed as compared to rates of second lowest tenderer.
EXECUTIVE ENGINEER,
SOUTH ZONE-A (UDHANA),
SURAT MUNICIPAL CORPORATION.
SIGNATURE OF THE CONTRACTOR.
Responsibility of contractor under Construction And Demolition Waste (C & D Waste) Rules
Contractor shall remove All Construction and Demolition Waste (C & D Waste) and clean the area every day, or
depending upon (1) The type & schedule of the work, (2) The quantity and type of waste generated, appropriate
storage and collection facility shall be developed at site. Reasonable time frame shall be worked out in consultation with
engineer in charge of the project, for storage & usage of C & D Waste.
If it's found that contractor is irregular and showing negligence to management of C & D Waste, than If deem fit,
Engineer-in-charge would arrange to dispose the said C & D Waste through an Authorized C & D Waste
Contractor/agency of Surat Municipal Corporation and All the expenditure made towards disposal of this C & D Waste
shall be recovered from the contractor as per the prevailing charges.
Contractor shall have to bear the expenses towards management of C & D Waste as per the prevailing norms, no extra
payment shall be entertained for the same.
Contractor shall keep record of the generation and disposal of Construction and Demolition waste (C & D Waste) and
proof of its disposal as per the provision of C & D Waste rules and he has to submit along with running bills
If contractor fails to upkeep and maintain records of C & D Waste generation- Disposal records etc. than it shall be
calculated as per the provision of the Standing Committee Resolution no. 1621/2016, Dt:01/10/2016 and charges shall
be recovered from due of contractor with Surat Municipal Corporation.
Contractor shall also ensure use of recycled products made from SMC authorized C & D Waste agency as far as
possible to promote the C & D Waste management project.
EXECUTIVE ENGINEER
SOUTH ZONE -A (UDAHNA)
SURAT MUNICIPAL CORPORATION
SIGNATURE OF THE CONTRACTOR.
SPECIAL CONDITIONS OF CONTRACT
1. The basic nature of work is repair, rehabilitation and reconstruction, requiring special skill and experience of
executing similar works in the past. While carrying out proposed scheme of rehabilitation, the contractor shall
exercise due care to protect remaining structure from any damage arising due to said work. If any part of the
building gets affected due to the said work, it shall be reinstated by the contractor to its original condition without
claiming any extra cost for the same.
2. The contractor will appoint at least one qualified civil engineer(minimum qualification B.E. Civil), who will
continuously supervise the work, assure the quality and soundness of the work being executed. This engineer shall
have at least five years experience of similar work. Their profiles with necessary details like qualification,
experience, etc. and supporting documentation shall be submitted with the tender documents, failing which the
tender shall be subjected to rejection.
3. The contractor will perform visual inspection and delamination survey for the entire building under consideration
with specific purpose of preparing detail distress mapping Autocad drawings before starting any work of repair,
rehabilitation and reconstruction.
Various signs of distresses like cracks in RCC beam, column, slab, cracks in brick walls, cracks between RCC and
brick joint, areas of loose plaster to RCC work, areas of loose cover concrete in beam, column, slab, spalling of
concrete in RCC work, spots of dampness/leakages in brick walls, spots of dampness/leakages in RCC work, etc.
shall be carefully observed and recorded in such a way that it gives clear idea about their (location identification on
drawing, alignment on particular member, etc.) extent (approximate length, area) and nature of distress. Light
hammer tapping shall be used for delamination survey of all RCC elements and areas of loose plaster/cover concrete
shall be identified based on hollow/damped sound of tapping. Appointed engineers of the contractor shall carry out
all fieldwork for distress mapping. The work shall be carried out in presence of representative of consultant and the
Engineer-in-charge of SMC. Their suggestions for correction, modification shall be complied by the contractor.
The contractor will prepare full Autocad drawings of distress mapping, including necessary plan, section, elevation,
etc. clearly indicating positions of various distresses before start of repair, rehabilitation, reconstruction work and
get it certified by the consultant and SMC. The contractor will have to submit three copies of each drawing.
The entire procedure shall be executed under guidance of the consultant. The contractor will deploy manpower,
material, equipment, etc. necessary for satisfactory completion of the said work, no extra payment for the same shall
be made. The contractor shall not start any other work till satisfactory completion of distress mapping, submission
of field book and submission of drawings in required number.
4. The contractor will appoint one “clerk of work” for building, who is qualified civil engineer (Minimum qualification
B.E. Civil). The clerk of work shall duly record receipt of all materials on site and get if certified by the Engineer-
in-charge. Chalan of all materials received on site shall be deposited with the Engineer-in-charge. It shall clearly
indicate quality, make, quantity of material, date and time of supply and name of supplier. The chalan shall be
verified and duly certified by the Engineer-in-charge and recorded in the material register by the clerk of work. The
contractor will also make arrangement for cement godown, reinforcement yard, and areas for storage of fine
aggregates, coarse aggregates and bricks. A separate godown shall be made for storage of all chemicals, admixtures
and related accessories to be used for the said work. Once the materials are received on site, it shall not be taken out
with out permission of the Engineer-in-charge. Also, no material shall be taken out from the storage and used for the
work with out prior permission of the Engineer-in-charge. Any material taken out from the storage, if remains
excess at the end of days work shall be redeposited in the storage. The clerk of work will maintain daily register for
record of materials received, materials issued for work, materials redeposited, etc. which shall be daily got certified
by the Engineer-in-charge. The “clerk of work” shall also maintain classified Itemwise material consumption record
for all items of work and shall submit such statement at every 15 days interval to the consultant and SMC. Any
pilferage’s, loss, damage of material due to any reason on site shall be sole responsibility of the contractor and no
claim for the same shall be entertained. Profile of person, who shall work as clerk of works along with necessary
details like qualification, experience, etc. and supporting documentation shall be submitted with the tender
documents, failing which the tender shall be subjected to rejection.
5. The contractor shall strictly follow the quality assurance plan given in the tender. All necessary tests as mentioned
in the quality assurance plan shall be carried out in approved laboratory and copy of results shall be submitted to the
consultant and SMC . Before using any material on site, it shall be duly tested as mentioned in quality assurance
plan. Materials, which do not give desired results, shall be rejected. All such rejected material shall be immediately
removed from the site. All test samples shall be taken/made in presence of The Engineer-in-charge from SMC.
The contractor will also maintain a register to record all test results with related necessary information like location
of test sample, type of test, date of sampling, number and frequency of sampling, date of testing, name of laboratory,
expected test result, actual test result, remarks, etc. Any item of work, which does not give desired results shall be
rejected. It shall be demolished and reconstructed by the contractor at no extra cost.
6. The contractor shall give guarantee on Rs.100 stamp paper, regarding quality and soundness of repair, rehabilitation,
reconstruction work being executed by him, for a minimum period of three years from the date of satisfactory
completion of work. During such period of guarantee if any distresses are observed in the work executed by him and
in the opinion of building committee and consultant, it is due to improper quality/soundness of the work, the same
shall be again repaired, rehabilitated, reconstructed and the contractor shall not claim any extra for the said work.
7. Along with tender documents the tenderer will submit tentative completion schedule clearly indicating his approach
for timely completion of work. The successful tenderer shall prepare detail Itemwise bar chart and get it approved
by the consultant within 15 days of award of work. Large copy (A0 size) of approved Itemwise bar chart shall be
clearly displayed at appropriate location on site during execution of work. Expected and actual progress of work
shall be indicated by different colour on daily basis, so as to monitoring proper timely progress of work. Any lag
between expected and actual progress shall be duly supplemented by reason thereof and shall be got approved by
the Engineer-in-charge.
8. If required and suggested by the consultant, the contractor will conduct non-destructive UPV test during pre-repair
and / or post repair period to prove quality/efficiency of repair, rehabilitation, reconstruction, work executed by him.
Such tests shall be executed by approved agency, in presence of the Engineer-in-charge and copy of test results shall
be submitted to the consultant and SMC. If desired results are not obtained; the contractor will redo the work
executed by him till satisfactory results are obtained. All expenses for such tests and necessary redoing shall be
borne by the contractor and no extra payment shall be made for the same.
9. Following special materials are proposed to be used for tendered work
a) Rust removing chemical
b) Anti – corrosive coating
c) Expanding grout additive
d) Super plasticizer
e) Polymer bonding agent
f) Polymer to modify mortar
g) Curing agent
The tenderer shall clearly provide following information about all above materials that he propose to use for the
tendered work, and submit the same in tabulated form along with the tender documents.
1. Name of the manufacturing company
2. Brand name / trade name of the material
3. Name and address of the manufacturing plant
4. Name and address of the authorised supplier
5. Standard material specifications provided by the manufacturer
6. Standard procedure of application provided by the manufacturer with proportion of material proposed to be used
7. Manufacturer’s test certificate shall be appended
10. The tenderer shall also clearly mention the quality and make of all other materials like cement, reinforcement,
aggregates, bricks, etc. along with the name-address of supplier. He shall stick to the same throughout the project
and no deviation in the same shall be permitted during execution of work.
11. All member of temporary frame work (props, braces, spans etc.) used by the contractor to support RCC members
during execution of repair, rehabilitation and reconstruction work shall be of steel and adjustable in nature. Steel
props shall have base fixture and top fixture with jacking arrangements and provision for proper bracing
arrangements, while steel spans shall be of adjustable length with arrangements for proper bearing and fixing on
steel props at their ends.
12. The contractor shall not claim any escalation in quoted price due to any reason. No such claim shall be accepted.
13. The quantities for various items of work mentioned in the tender documents are approximate and likely to vary. The
contractor shall not claim any extra amount or compensation for any increase or decrease in the quantities
mentioned in the tender document. No such claim of the contractor shall be accepted.
Wherever Engineer-in-charge is mentioned it shall mean Engineer of SMC appointed for the said work.
SIGNATURE AND SEAL OF THE CONTRACTOR:
NAME AND ADDRESS:
ADDITIONAL INSTRUCTION FOR CEMENT AND STEEL :
Surat Municipal Corporation shall not issued cement and reinforcement steel to be used for this work.
The cement and reinforcement steel required for the above said work shall be procured by contractor at its own cost.
The brands for cement shall be be Ambuja, Ultratech, Sanghi, Hathi, Sidhdhi, JK Laxmi, company confirming to
IS-12269/87 latest amendment ISO-9000 of 53 grade OPC only.
Approved make of TMT reinforcement steel:-TATA, SAIL, Rastriya Ispat, Electrotherm (ET), Ramswaroop,
National, Mono Steel India Ltd., Gallantt metal Ltd., JSW, bhagyaLaxmi Rolling mill Pvt. Ltd., Zalanani
"polaad" as per confirming to IS 1786/2008 with latest amendments TMT Fe-415/Fe-500. TMT Steel shall be
purchased by only manufacturing company/Authorised dealer/ Distributor/ Stockist only shall be allowed to use 6 mm
plain steel shall be as per IS 2062/99 with latest emendment of any brand/make.Any of the above mentioned brands of
Cement and Reinforcement steel shall only be used by the contractor at the time of execution.
The brands for structural steel to be used shall be of make TATA, Jindal, SAIL or Asian.
All structural steel shall conform to I.S. 226-1975. The steel shall be free from the defects mentioned in I.S. 226-
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. Rivet bars shall conform to I.S. 1148-1992.
When the structural steel is supplied by the contractor test certificates of the manufacturers shall be obtained according
to I.S. 226-1975 and other relevant Indiand Standards.
Coloured galvanized Roofing sheet shall be of TATA or Jindal make trafford sheet
WASTAGE OF CEMENT AND REINFORCEMENT STEEL
As the contractor is to bring the cement and steel, the question of considering the wastage on the basic of issue rate
does not arise i.e.no separate payment shall be made for any kind of wastage in the Materials. The payment for
reinforcement bar will be made on theoritical weight basis. The weight shall be computed on the basis of the length
of the steel used in the work multiplied by the standard unit weight of MS/HYSD/TMT bar as mentioned in IS code
The steel consumption eighter less than 7.5% of the standard consumption shall be penalised either at the double
existing corporation issue rate or the prevailing market rate, whichever is more. Currently corporation Issue rate of TMT
Steel is Rs.48,500/- per M.T (Without GST). Currently corporation Issue rate of TMT CRS Steel is Rs.51,000/- per
M.T. (without GST). (RAC/out/ No.671, Dt: 04/07/2026)
Similarly, for cement also, the less consumption beyond 5% shall be penalised at the double existing corporation issue
rate or the prevailing market rate, whichever is more. Currently corporation Issue rate of Cement is Rs. 5,600/- per
M.T.(without GST).
It should be specifically noted that the cement and steel brought by the contractor at site of work shall be used only after
the same is tested at the approved laboratory as per the direction of the Engineer-in-charge. Such approved laboratory
may be located at Surat, Baroda, Ahmedabad or Mumbai.
All the charge for the transport and testing of the samples shall have to be borne by the contractor. The frequency of
testing such material shall be in accordance to the relevant Indian Standards as directed by Engineer-in-charge.
EXECUTIVE ENGINEER,
SOUTH ZONE-A(UDHANA)
SURAT MUNICIPAL CORPORATION.
Contractor Signature with
1. General Description of work : Annual Rate Contract For Repairing,
Maintenance and new work of footpath &
watertable, divider, chainlizer, traffic
island, activity area, P.C.C and laying
cement concrete Guard Stone and
Setting/Resetting stone paving/ Pever
block work in Sub Zone-1 in Sin South
Zone-A (Udhana).
2. Estimated Cost : Rs.88,26,035.92
3. Earnest Money Deposity : Rs. 89,000/-
4. Security Deposit :
Rs. 2% of Tender Amount
(i) Initial Security Deposit
(ii) To be deducted for current bills : --
Rs. 2% of Tender Amount
5. Time allowed for the completion of work :
12 (Twelve) months (Excluding monsoon)
from date fixed in written order to
6. Compensation for delayed work under : Zero Point two percent (0.2%) of the contract
Clause 2 price per day maximum upto ten percent (10%)
of the contract price.
7. The progress of work should confirm to the
following schedule
1/4 of the work in : 1/4 of the time.
1/2 of the work in 1/2 of the time.
3/4 of the work in 3/4 of the time.
8. Percentage to be retained from running :
As per page No.22
9. Defect Liability Period : 12(Twelve) Months From the actual date of
Completion of work.
10. Water Charges : CONDITION FOR THE WATER SUPPLY &
ELECTRIC SUPPLY on next page.
11. Construction Cess will be deducted from : 1% of Work Done Amount in R.A. Bils.
respective R.A. Bill and Final bill in
accordance with the prevailing norms of
Govt. of Gujarat.
12 Goods and Service Tax (GST) : As per GC
Executive Engineer,
South Zone -A (Udhana)
Surat Municipal Corporation,
Contractor Signature with
SURAT MUNICIPAL CORPORATION
SOUTH ZONE-A (UDHNA)
CONDITION FOR THE WATER SUPPLY & ELECTRIC SUPPLY
FOR WATER CHARGE (As per City Engineer Note No.386, dtd.30/7/2012)
In case of Municipal Network or distribution center availe or not at near by area.
Contractor has to make his own arrangement for construction work whether from private boring or tankers.
Contractor has to submit test report of water weather it is of good quality for construction work or not and contractor has
to inform about it within 30 days of starting the work.
If contractor wants to use Municipal Water he has to follow procedure within below:
1. Contractor has to apply for water connection by Municipal Licenced plumber in prescribed form.
2. Contractor has follow all procedure with his own expenses.
3. According to rule Municipal Corporation issue bill to contractor for consumption of water and contractor has to
paid it within stipulated time and contractor has submit one copy of bill and payment receipt to concern
department. If contractor fail to pay the bill the amount of bill/paid receipt can be recover from contractor's
4. If Municipal Corporation network is not available then Contractor can make arrangement of water tanker from
nearby distribution center after depositing required amount.
5. After completion of work contractor has to cancelled the water connection and inform the concern department.
6. If network and distribution center/network are both not available in that case contractor has to make his own
arrangement for good quality construction water and has to follow the option-1.
(2) The contractor shall make his own arrangement at his cost for electric supply required for operating various plants
and machineries required for the works and for general lighting purpose for site, office, labour colony etc.
The energy bills shall also be paid by the contractor.
EXECUTIVE ENGINEER,
SOUTH ZONE-A (UDHANA),
SURAT MUNICIPAL CORPORATION
SIGNATURE OF THE CONTRACTOR.
IMPORTANT INSTRUCTION-A TO THE CONTRACTOR
(1) This tender document containing Page No. to duly signed bythe tenderer, should be furnished to Corporation
treasury along with the amount of earnest money deposit as mentioned in tender notice. If any of the
drawings or papers removed from the tender, the tender shall be rejected and E.M.D. shall be forefeited.
(2) The tenderer who wants to propose something in written, he should write it on his letter pad or another paper.
Anything written on tender papers shall not be considered by Corporation and Contractor shall not be intend to
(3) Following Certificate shall be enclosed with tender.
(a) Solvency Certificate amounting of 20% of tender amount.
(b) Registration Certificate of required class given by Governement or Semi-Government firm.
(c) Income-Tax clearance certificate.
(d) List of work done by Contractor with its volume.
(4) This is annual rate contract, It the work given to one or more Contractors, the time limit shall be as per
memorandum of the tender.
EXECUTIVE ENGINEER,
SOUTH ZONE-A (UDHANA),
SURAT MUNICIPAL CORPORATION
SIGNATURE OF THE CONTRACTOR.
[1]IMPORTANT INSTRUCTION-B TO TENDERER
Affix Latest Passpost Size Photo of
Specimen Signature of the Bidder.
[2] AFFIX LATEST PASSPORT SIZE PHOTOGRAPH OF ALL PARTNERS IN CASE OF PARTNERSHIP
Specimen Signature of all partners incase of partnership agency.
1. -------------------------- Submission of Registered Agreement
2. -------------------------- is compulsory in case of partnership
[3] Submission of sale tax certificate, with proof of residence is compulsory for tenderer.
[4] In case of Government royalty applicable to tenderer, it is compulsory to submit a receipt of royalty payment
[5] The Photograph and specimen signature of bidder will be cross checked, whenever he receives payment in
account section of SMC.
[6] The specimen signature of contractor will be cross checked by Account Department of SMC, in case of
representative of Contractor alongwith letter of authority of a person who signed an agreement, receives
EXECUTIVE ENGINEER,
SOUTH ZONE-A (UDHANA),
SURAT MUNICIPAL CORPORATION
SIGNATURE OF THE CONTRACTOR
(1) The work shall be carried out strictly accoriding the specifications given in Bombay Public Works
Department Hand Book Vol.1 and II (The latest edition) whenever applicable as directed by Executive
(2) The work shall have to be started by the contractor at as many places as ordered by the Executive Engineer.
(3) If during excavation or carrying out of any item of the work, any electric pole, electric cable, telephone cables,
telegraph cable, gas line, drain connection pipeline,water service pipeline, sewer main, water mains,etc. is/are
damaged by the contractor shall be liable to pay the full expenditure required and to repair the same or charges
for the same (as the case may be ) decided by the electric company, Gas Company, Government Authority or
the Surat Municipal Corporationwhich ever may be.
(4) The work shall be carried out in workman like manner, and best skilled worker should be employed. If any
defect in the work is found out the contractor shall have to rectify within the time fixed by Executive Engineer.
If he fails to rectify the defect Executive Engineer after giving due notice shall rectify the defect at the risk
and cost of the contractor.
(5) All the work shall be done strictly according to the instruction of Executive Engineer.
(6) No compensation shall be paid if the work is stoped due to defective work or as per the instruction from
Engineer-in-charge due to any reasons.
(7) The rates given in the schedule shall hold good for all works done under this contract without reference to
quantities or location of work.
(8) The contractors are particularly directed to observe from the specification what is to be included in the items
and rates for the serveral portion of the work frame out all their rates for items accordingly.
(9) The date of starting of the work is considered to be the date specificied in the final work order.
(10) If any Clause of Arbitration is there in tender document is deleted here with.
(11) The project under this tender may be executed under strict supervision of P.M.C. if deployed by S.M.C.
Contractor shall carryout the instructions of P.M.C.
(12) Third Party Inspection shall be deployed by S.M.C.
(13) The contractor shall submit the advance Pour Card in prescribed form for the type of work which he
planned to carryout with the skilled / unskilled labour deployed by him for the work.
(14) The contractor shall establish concrete cube testing machine and other equipments required for quality
checking of materials as per instructions of PMC/ Engineer-In-charge.
(15) The contractor shall use the materials of the specified brands only. Request for equivalent brands will be
considered only if specified brand is not available in market.
(16) ACCIDENT LIABILITIES:
The Contractor shall be responsible for all liabilities under workman compensation act, as under:
(a) On occurrence of accident, resulting in death of workman employed by the Contractor which is so serious as
is likely to result in death of such workman who meet with accident, the Contractor shall within 24 hours of
accident, will intimate in writing to Engineer-in-charge of such incidence. The Contractorshall indemnify
client, against all looses/damages sustained by the client resulting directly or indirectly from his failure to give
such intimation to client including penalties/fins if any, payable by client as a consequence of client's failure to
give notice under workman’s compensation act or otherwise to conform the provision of this act in regard to
such accidents.
(b) In case when such compensations as above becomes payable under workman’s compensation act,
whether by contractor or by client as principal employer, it shall be law full for the Engineer-in-charge to retain
out of money due and payable to the Contractor, such sum or sums of money as may in the opinion of the
Engineer-in-charge be sufficient to meet such a liability, the opinion of the Engineer-in-charge shall be final in
regard to all matters arising under this clause.
(17) INSURANCE:
The Contractor shall take "All Contract Risk Insurance Policy" for the estimated cost of this work
"Work's Man Compensation Policy" for all workers and labours of contractor and client working at site and
"Third Party Insurance Policy" to fully cover all third party type risk. The insurance policy so taken by the
Contractor for such purposes shall be in the joint name of the Contractor and the client and the policy shall be
deposited with the client.
Contractors shall have to use maximum machinery for the work as per the direction of Engineer-In-
Charge. If possible, space for stacking the surplus excavated earth will be provided by SMC. Otherwisethe
contractor shall arrange for the same at no extra cost to SMC.
(18) Contractor has to fixed display board describing the necessary information / particulars of work at specific
location and shall submit the evidence to engineer-in-charge along with photographs.otherwise , 0.25% to 1.0%
of tender amount as per description of engineer-in-charge shall be kept hold,while making payment to the
contractor until the evidences as stated above is submitted. No extra payment shall be payable for fixing display
(19) The Contractor shall paint building numbers & Flat numbers as per guideline of SMC without any extra
(20) PLEASE READ CAREFULLY
Following details pertaining to work progress is mandatory.
(A) Bar chart: Contractor shall submit barchart showing schedule of execution of various activities within
stipulated time limit
(B) Material Management : Contractor shall provide following details
Source of materials i.e. yellow earth, Coarse aggregate, Grit, fine aggregates, bricks, cement,
Supply schedule : According to bar chart, the flow diagram of materials.
(1) Man power management :
The contractor shall submit details of manpower of various categories (skilled & unskilled labours) to be
deployed for the work as under.
Minimum no. of skilled and unskilled labors to be deployed on the work
List of supervisors & engineers for supervision & quality control of the work.
(21) All the applicant contractors are required to have their own employers code number under EPF Act, 1952 and
are required to comply the applicable provisions of said statute regularly and totaly.
(22) Further the contractors for services are required to produce the certified copies of paid challans in respect of
employees/workers employed by said contractor in respect of work allotted by Surat Municipal Corporation,
along with copies of Pay Roll and Muster Roll. If the same are not produced, the bills will not be released.
(23) Neutral Technology option:
If Contractor wish to submit a Bid with Neutral Technology construction then contractor has to submit
detail methodology and Subsidised Material used in constrcution with detail specification of each and
every material. Contractor have also to submit detail total estimate with rate justification of each and
evey non-conventional item in a seperate offer documents.
The contractor has to provide following certificates for any non-conventional materials / technology from
CBRI (Central Buliding Rsearch Institute) or IIT (Indian Institute of Technology) or International
Affiliate Institution
1. Certificate of minimum life of structure of 50 years
2. Certificate of testing of materials which includes
Fire resistance capacity of the structure
Thermal and energy efficienct certificate
Stability certificate of resistance to the natural Disasters like Flood, Earth quake, Cyclone.
The material / Technology should be Eco-friendly.
EXECUTIVE ENGINEER,
SOUTH ZONE-A (UDHANA),
SURAT MUNICIPAL CORPORATION
SIGNATURE OF THE CONTRACTOR
SPECIFICATIONS OF MATERIALS
1.1 Water shall not be salty or brackish and shall be clean, reasonably clear and free from objectionable
quantities of silt and traces of oil and injurious alkalies, salts, organic matter and other deleterious
material which will either weaken the mortar or concrete or cause efflorescence or attack the steel in R.C.C.
Container for transport, storage and handling of water shall be clean. Water shall conform to the standards
specified in I.S. 456-2000.
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. 269-1989. Any indication of unsoundness, change in time of setting by 30 minutes or more or decrease of
more than 10 percent 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 Portable water shall generally be found suitable for curing mortar or concrete.
2.1 Lime shall be hydraulic lime as per I.S. 712-1984. Necessary tests shall be carried out as per I.S.
2.2 The following field tests for limes are to carried out ---
a] 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 the
unburnt lime stone.
b] Acid tests for determining the carbonate content in lime. Excessive amount of impurities and rough
determination of class of lime.
2.3 Storage shall comply with I.S. 712-1984. 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. 162-1989 to show the acceptability of materials.
3.1 Cement shall be ordinary portland slag cement as per I.S. 269-1989 or Portland slag cement as per I.S. 455-
1976 and revised latest I.S.
M-4 WHITE CEMENT :
4.1 The white cement shall conform to I.S. 8042-1989.
M-5 COLOURED CEMENT :
5.1 Coloured cement shall be with white or 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 and cement shall be properly ground to have a uniform colour and shade.
The pigments shall have such properties as to provide for durability under exposure to sun-light and weather.
5.3 The pigment shall have the properly such that it is neither affected by the cement not detrimental to it.
6.1 Sand shall be natural sand, clean, well graded, strong, durable and gritty particles free from injurious
amounts of dust, clay, kankar nodules, soft or flaky particles, shale, alkali, salts, organic mater, loam, mica
or other deleterious substances and shall be got approved from the Engineer-in-charge. The sand shall not
contain more than 8% of silt as determined by field tests. If necessary the sand shall be washed to make it
6.2 Coarse Sand : The fineness modulus of coarse sand shall not be less than 2.5 and shall not exceed 3.0. The
sieve analysis of coarse shall be as under ---
I.S. Sieve % by weight passing sieve I.S. Sieve Designation % by weight passing
Designation sieve
6.3 Fine Sand : The fineness modulus shall not exceed 1.0. The sieve analysis of fine sand shall be as under ---
I.S. Sieve % by weight passing sieve I.S. Sieve Designation % by weight passing
Designation sieve
M-7 STONE DUST :
7.1 This shall be obtained from crushing hard black tray or equivalent, it shall not contain more than 8% of silt
as determined by field test with measuring cylinder. The method of determining silt contents by field 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 files the cylinder upto 100 mm mark. The clean water shall be
added upto 150 mm mark. The mixture shall be stirred vigorously and the content allowed to settle for
7.4 The height of silt visible as settled layer above the stone dust shall be expressed as percentage of the height of
the stone dust below. The stone dust containing more than 8% silt shall be washed so as to bring the silt
content within the allowable limit.
7.5 The fineness modulus of stone dust shall not be less than 1.80.
M-8 STONE GRIT :
8.1 Grit shall consist of crushed or broken stone and be hard, strong, dense, durable, clean, of proper gradation and
free from skin or coating likely to prevent proper adhesion of mortar. Grit shall generally be cubical in shape
and as far as possible flaky elongated pieces shall be avoided. It shall generally comply with the provisions
of I.S. 383-1990. Unless a special stone of a particularly quarry is mentioned, grit shall be obtained from
the best black trap or equivalent hard stone as approved by the Engineer-in-charge. The grit shall have no
deleterious reaction with cement.
8.2 The grit shall conform to the following gradation as per sieve analysis :
I.S. Sieve Designation % by weight passing I.S. Sieve Designation % by weight passing
8.3 The crushing strength of grit will be such as to allow the concrete in which it is used to build-up the
specified strength of concrete.
8.4 The necessary tests for grit shall be carried out as per the requirements of I.S. 2338 (Parts I to VIII) 1988, as
per instruction of the Engineer-in-charge. The necessity of test will be decided by the Engineering-in-charge.
9.1 Cinder is well brunt 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. It shall
be sound clean and free from clay, dirt, ash or other deleterious matter.
9.3 The average grading for cinder aggregates shall be as mentioned below :
M-10 LIME MORTAR :
10.1 LIME : Shall conform to specification M-2. WATER : Water shall conform to specification M-1. SAND :
Sand shall conform to specification M-6.
10.2 PROPORTION OF MIX Mortar shall consist of such proportions of slaked lime and sand as may be
specified in the item. The slaked lime and shall be measured by volume.
10.3 PREPARATION OF MORTAR Lime mortar shall be prepared by wet process as per I.S. 1625-1971.
Power driven mill shall be used for preparation of lime mortar. The slaked lime shall be placed in the mill in
an even layer and ground for 180 revolutions with sufficient water. Water shall be added as required during
grinding (care being taken not to add more water) that will bring the mixed material to a consistency of stiff
paste. Thoroughly wetted sand shall then be added evenly and the mixture ground for another
10.4 STORAGE : Mortar shall always be kept damp, protected from sun and rain till used up, covering it by
tarpaulin or open sheds.
10.5 USE: All mortar shall be used as soon as possible after grinding. It should be used on the day on which it is
prepared. 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 shall conform to specification M-3. Sand shall conform
11.2 PROPORTION OF MIX : 11.2.1 Cement and sand shall be mixed to specified proportions, sand being
measured by measuring boxes. The proportion of cement shall be by volume on the basis of 50 Kg./Bag of
cement being equal to 0.0342 cu.m. The mortar may be hand mixed or machine mixed as directed.
11.3 PREPARATION OF MORTAR : 11.3.1 In hand mixed mortar, cement and sand in the specified proportions
shall be thoroughly mixed dry on a clean impervious platform by turning over atleast 3 times or more till
a homogeneous mixture of uniform colour is obtained. Mixing platform shall be so arranged that no
deleterious extraneous material shall get mixed with mortar or mortar shall flow out. While mixing, the water
shall be gradually added and thoroughly mixed to form a stiff plastic mass of uniform colour so that each
particle of sand shall be completely covered with a film of wet cement. The water cement ratio shall be
adopted as directed.
11.4 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 are
mentioned aggregates shall be machine crushed from the best black trap or equivalent hard stone as approved.
Aggregate shall have no deleterious reaction with cement. The size of the coarse aggregate for plain cement
concrete and ordinary reinforced cement concrete shall generally be as per the table given below. However, in
case of reinforced cement concrete the maximum limit may be restricted to 6 mm. less than the minimum
lateral clear distance between bars or 6mm. less than the cover whichever is smaller.
I.S. Sieve Percentage Passing for single I.S. Sieve Percentage Passing for single
Designation sized aggregates of nominal Designation
sized aggregates of nominal size
NOTE:- This percentage may be varied somewhat by the Engineer-in-charge when considered necessary for
obtaining better density and strength of concrete.
12.3 The grading test shall be taken in the beginning and at the change of source of materials. The necessary
tests indicated in I.S. 383-1990 and I.S. 456-2000 shall have to be carried out to ensure the acceptability. The
aggregates shall be stored separately and handled in such a manner as to prevent the intermixing of different
aggregates. If the aggregates are covered with dust, they shall be washed with water to make, them clean.
M-13 BLACK TRAP OR EQUIVALENT HARD STONE COARSE :
13.1 Aggregate for Design Mix Concrete : Coarse aggregate shall be of machine crushed stone of black trap or
equivalent hard stone and be hard, strong, dense, durable, clean and free from skin and coating likely to
prevent proper adhesion of mortar.
13.2 The aggregates shall generally be cubical in shape, unless special stones of particular quarries are
mentioned, aggregates shall be machine crushed from the best, black trap or equivalent hard stones as
approved. Aggregate shall have no deleterious reaction with cement.
13.3 The necessary tests indicated in I.S. 383-1990 and I.S. 456-2000 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 shall be
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 to 50 mm size unless otherwise specified in the item. The under burnt or
over burnt brick bats shall not be allowed.
14.2 The brick bats shall be measured by volume by suitable boxes as directed.
15.1 The bricks shall be hand or machine moulded and made from suitable soils and kiln burnt. They shall be
free from cracks and flaws not nodules of free lime. They shall have smooth rectangular faces with sharp
corners and shall be of uniform colour. The bricks shall be moulded with a frog of 100mm x 40 mm and
10mm to 20mm deep on one of its flat sides. The bricks shall not break when dropped on the ground from a
height of 600 mm.
15.2 The size of modular bricks shall be 190mm x 90mm x 90mm.
15.3 The size of conventional bricks shall be as under ---
15.4 Only bricks of one standard size shall be used on one work. The following tolerances shall be permitted in
the conventional size adopted in a particular work.
Length : 3.00 mm
Width : 1.50 mm
Height : 1.50 mm
15.5 The crushing strength of the bricks shall not be less then 35 Kg./Sq.Cm. The average water absorption shall
not be more than 20% by weight. Necessary tests for crushing strength and water absorption etc. shall be
carried out as per I.S. 3495 (Part I to IV)-1992.
M-16AFLYASH BUILDING BRICKS :
The Flyash building bricks shall conform to Grade-5 of IS-13757. The frog of the 80 to 100 mm x 40 mm x
The size of modular bricks shall be 190 mm x 90 mm x 90 mm.
The size of conventional brick shall be 230 mm x 110 mm x 70 mm.
Only bricks of one standard size shall used on one work. The following tolerances shall permitted in the
conventional size adopted in a particular work:
Length : ñ 4 mm
Height : ñ 2 mm
The physical characteristic of bricks shall be as follows.
The minimum compressive strength of Flyash building bricks shall not be less than 70 Kg/Sq.Cm. and the test
shall be conform to IS-3495 (Part-I).
The averages water absorption not more than 20 percentage by weight and the test shall conform to IS-
3495(Part-3). Sampling of Flyash building bricks and criteria for conformity shall be as per I.S.:5454.
17.1 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 obtained 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 soft
materials 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 more than 5% of dry weight. When
tested in accordance with I.S. 1134-1985. The minimum crushing of the strength of the stone shall be
Kg./Sq.Cm. unless otherwise specified.
17.2 The samples of the stone to be used shall be got approved before the work is started.
17.3 The khanki facing stone shall be dressed by chisel as specified in the item for khanki facing in required
shape and size. The face of the stone shall be so dressed that the bushing on the exposed face shall not
project by more than 40 mm. from the general wall surface and on face to be plastered it shall not project by
more than 19 mm nor shall it have depressions more than 10 mm from the average wall surface.
M-18 LATERITE STONE :
18.1 Laterite stone shall be obtained from the approved quarry. It shall compacted in texture, sound, durable and
free from soft patches. It shall have a minimum crushing strength of 100 Kg/Sq.Cm. in its dry condition. It
shall not absorb water more 20% of its own weight, when immersed for 25 hours in water. After quarrying, the
stone shall be allowed to weather for some time before using in work.
18.2 The stone shall be dressed into rectangular blocks so that all faces are from waviness and unevenness and
the edges true and square.
18.3 Those type of stone in which white clay occurs should not be used.
18.4 Special corner stones shall be provided where so directed.
M-19 MILD STEEL BARS/TMT/CRS BARS :
19.1 Mild steel bars reinforcement TMT/CRS Bars for R.C.C. work shall conform to I.S. 432 (Part-II)-1982 and shall
be of tested quality. It shall also comply with the relevant part of I.S. 456-1978 and revised latest I.S. Code.
19.2 All the reinforcement shall be clean and free form dirt, paint, grease, mill scale or loose or thick rust at the
time of placing.
19.3 For the purpose of payment the bar shall be measured correct upto 10 mm length and weight payable worked
out as per the rate specified below :
1. 6 mm 0.22 Kg/Rmt.
2. 8 mm 0.39 Kg/Rmt.
3. 10 mm 0.62 Kg/Rmt.
4. 12 mm 0.89 Kg/Rmt.
5. 14 mm 1.21 Kg/Rmt.
6. 16 mm 1.58 Kg/Rmt.
7. 18 mm 2.00 Kg/Rmt.
8. 20 mm 2.47 Kg/Rmt.
9. 22 mm 2.98 Kg/Rmt.
10. 25 mm 3.85 Kg/Rmt.
11. 28 mm 4.38 Kg/Rmt.
12. 32 mm 6.32 Kg/Rmt.
13. 36 mm 8.00 Kg/Rmt.
14. 40 mm 9.86 Kg/Rmt
M-20 HIGH YIELD STRENGTH STEEL DEFORMED BARS :
20.1 High yield strength steel deformed bars shall be either cold twisted or hot rolled and shall conform to I.S.
1739-1978 and I.S. 1139-1966 respectively.
20.2 Other provision and requirements shall conform to specification No. M-18 for Mild Steel Bars.
M-21 HIGH TENSILE STEEL WIRES :
21.1 The high tensile wires for use in prestressed concrete shall conform to I.S. 2090-1983.
21.2 The tensile strength of the high tensile steel bars shall be as specified in the item. In absence of the given
strength and minimum strength shall be taken as per para 6-1 of the I.S. 1785-1962. Testing shall be done
as per I.S. requirements.
21.3 The high tensile steel shall be free from loose mill scale, rust, oil, grease or any other harmful matter.
Cleaning of steel bars may be carried out by immersion in solvent solution, wire brushing or passing
through a pressure box containing carborundum.
21.4 The high tensile wire shall be obtained from manufactures in coils having diameter not less than 350 times the
diameter of wire itself so that wire springs back straight on being uncoiled.
EXECUTIVE ENGINEER,
SOUTH ZONE-A(UDHANA),
SURAT MUNICIPAL CORPORATION
SIGNATURE OF THE CONTRACTOR.
SCHEDULE FOR TESTING OF MATERIALS
Sr. Brief description Prescription of test which Frequency @ which test shall be carried out
No. of materials to be shall be carried out (As per GERI Q.C. Vol-12002)
1. Sand (1) Gradation 1 per 150 Cumt for concrete or as per
(2) Fineness Modulus requirement of relevant specification.
(3) Specific Gravity
(4) Water Absorption
(5) Silt Content
2. Coarse Aggregate (1) Gradation 1 per 150 Cumt for concrete or as per
(2) Impact Value requirement of relevant specification.
(3) Flakiness Index
(4) Water Absorption
(5) Stripping Value
3. C.C.Cube (1) Compressive Strength 1-5 Cumt. 1-Test
6-15 Cumt. 2-Test
16-30 Cumt. 3-Test
31-50 Cumt. 4-Test
51 Cumt. & above 4 +
for each addl. 50 Cumt. or part of thereof.
4. Flush Door (1) End Immersion Test Randomly as per IS:7638:
(2)Glue Adhesion Test
5. Tiles (1)Wet Transverse Strength Randamly as per Strength IS:4905:1968
(2) Water Absorption
6. Flyash Brick (1) Compressive Strength As per IS:5454:1978
(2) Water Absorption
7. AAC Block (1) Compressive Strength As per IS 2185 Part-3
(2) Dry Density As per IS
(3) Drying Shrinkage
(4) Thermal conductivity
8. Cement (1) Consistency test Every 50 Tons or part thereof
(2) Initial Setting time
(3) Final setting time
(4) Compressive Strenght
(5) Fineness by Dry Sieving
(6) Fineness by Specific
(7) Soundness by Le-
(8) Specific Gravity
9. Steel (1) Weight per meter (a) For Consigment below 100 tons
(2) Yeild Stress/ 0.2 % Proof (i) Under 10 mm dia One sample for each
stress tons or part thereof
(3) % Elongation (ii) 10 mm to 16 mm dia One Sample for each
(4) Tensile Strenght 35 tones or part thereof
(iii) Over 16 mm dia One Sample for each
tons or part thereof.
(b) For Consigment over 100 tons
(i) Under 10 mm dia One sample for each
tons or part thereof
(ii) 10 mm to 16 mm dia One Sample for each
45 tones or part there of
10. Chemical Mortar As per Relievent Latest IS-
for AAC Blocks code
(1) For Sand and Coarse aggregate two Nos. of full bag for one sample shall be supplied by agency.
(2) For water test 5:00 liters of water shall be supplied by agency in plastic container for each sources.
(3) Sample from the lot shall be selected by authorized representative along with representative of SMC or
(4) Selected sample shall be handed over personaly by representative of S.M.C. or TPI or PMC in sealed condition
with letter containing sample No. and sampling date.
(5) Test report should be received by the department containing reference of department's letter, sample No.
sampling date and date of testing.
EXECUTIVE ENGINEER,
SOUTH ZONE-A (UDHANA),
SURAT MUNICIPAL CORPORATION
SIGNATURE OF THE CONTRACTOR.
GENERAL TECHNICAL SPECIFICATION FOR BUILDING WORKS
1. In the specification "as directed"/"Approved" shall be taken to mean "as directed"/approved by the Engineer-
2. 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.
3. 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 point or aspects in the relevant Indian Standards
shall be refered to.
4. All measurements and computations, unless otherwise specified, shall be carried out nearest to the following
( i) Length, width and depth (height ..... 0.01 Mt.
( ii) Areas ..... 0.01 Sq.Mt.
(iii) Cubic Contents ..... 0.01 Cu.Mt.
In recording dimensions of work.
The sequence of length, width and height (depth) or thickness shall be followed.
5. The distance which constitutes lead shall be determined along the shortest partical route and not necessarily
the route actually taken. The decision of the Engineer-in-charge in this regard shall be taken as final.
6. Where no lead is specified, it shall mean "all leads".
7. Lift shall be measured from plinth level.
8. Definite particulars covered in the items of work, though not mentioned or elucidated in its specifications
shall be deemed to be included therein.
9. Reference to specifications of materials as made in the detailed specification the items of works is in the form
of a designation containing the number of the specification of the material and perfix `M' e.g. `M-s'.
10. Approval of 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.
11. The contract rate of the item of work shall be for the work completed in all respects .
12. No collection of materials shall be made before it is got approved from the Engineer-in-charge.
13. 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.
14. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed from the site of
15. 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 on overloading of the various components of the structure.
16. All work shall be carried out in a workmanlike manner as per the best techniques for the particular item.
17. 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.
18. The mode procedure and manner of, execution shall be such that it does not cause damage or over-londing of
the various components of the structure during execution of after completion of the structure.
19. 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 swatisfactory evidence thatsuch 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.
20. 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.
21. The contractor shall be responsible for observing the rules and regulations imposed under the "Minor Minerals
Act", and such other laws and rules prescribed by Government from time to time.
22. All necessary safety measures and precautions (including those laid down in the various relevent Indian
Standards) shall be taken to ensure the safety of men, materials and machinery on the works as also of the work
23. The testing charges of all materials shall be borne by the Contractor.
24. Approval to any or the executed items for the work dose not in any way releive the contractor of his
responsibility for the correctness, soundness and strength of the structure as per the drawings and
specifications.
Executive Engineer
South Zone-A (Udhana)
Surat Municipal Corporation
SIGNATURE OF THE CONTRACTOR.
LIST OF APPROVED LABORATORY
Sr.no Name Address
1 Gujarat Engineering Research Institute Katargam,Surat.
2 Unique Engineering Testing & Adviosry 216, road 6F, New Estate, Udhyog nagar, Udhna, Surat, Gujarat
3 Bhoomi researchCentre 2/1362, "Bhumi House", Sagrampura, Opp. Sub-Jail, Ring
4 Sardar Vallabhbhai National Institute of Ichchhanath,Surat.
5 Vidyabharti Trust Intstitute of Technology Umrakh,Bardoli, Surat, Gujarat
and Research Center
6 MATTEST Lab Udhna Udyognagar, Surat.
7 Civil engineering Research Laboratory Lab House, Road No.04, RJD integrated textile park,
Ichchhapore, Surat.
8 S.T.B.S. Material Testing cell Shree Swami Atmanand Sraswati Vidhya sankul, varachha
9 Jems multi-tech consultancy 38-4, Block no.4, Khatodara GIDC, majura gate, Surat
10 Manglam Geotech Services Plot No.17, Shri Laxmi Industrial Estate, Near Sunday's school,
Udhna Bhestan road, Surat
Note :- During course of the execution if any other laboratory is approved by SMC, the contractor can send the
material in that laboratory also. The frequency for testing of samples (in either of the laboratories) shall be
decided by SMC/E.I.C.
Executive Engineer
South Zone-A (Udhana)
Surat Municipal Corporation
Signature of the Contractor:-
ITEMWISE DETAILED TECHNICAL SPECIFICATIONS
Box cutting the road surface to proper slop and camber for road work including a base for road work including
removing the excavated stuff depositing on the road side to a slop as directed up to 50.0 mt. Lead. (SOR 2024-
The land width required for the roadway, gutters side slopes and catch water gutters shall be cleared of all
trees having a girth of 30 cm. and less, loose stones, vegetation bushes, stumps and all other objectionable
materials. The roots of trees and stumps shall be removed to a depth of 30 cms. below the grade formation
and slopes and excavation filled up with excavated materials and loose. Useful materials shall be arranged
in convenient stacks along the roads boundary or as directed at places within 50 meters lead, and handed over
to the department in convenient sections. Unsuitable materials shall be burnt or otherwise disposed off by
the contractor at his own cost without causing any nuisance, inconvenience or damage to the works,
property or people in the neighborhood. If the materials disposed off out side the road land, necessary
permission from the private land owners shall be taken by the contractor and royalty etc. if any paid by
him without claiming any compensation. All materials shall be disposed off in a neat manner.
After cleaning the site, the alignment of the road shall be properly set out true to line, curves, slopes,
grade and sections as shown on the plans or directed by the Engineer-in-charge. The Contractor shall
provide all labor and materials such as lime, strings, pegs, nails, bamboos, stones, mortar, concrete etc.
required for setting out establishing bench marks and giving profiles. The Contractor shall be responsible
for maintaining the B.Ms. profiles, alignments and other marks as long as they are required for the work in
the opinion of the Engineer- in-charge. If the Contractor defaults in the respect even after the direction by the
Engineer-in-charge within the specified time, they may be restored by the Engineer-in-charge at the cost
of Contractor. Levels and section of the ground shall be taken and recorded in the presence of the
Contractor or his authorized representative before the excavation is started so as to serve as the basis of
measurement. The Contractor or his representative shall sign the book in token of his acceptance of the level
etc. If there is any disagreement the Contractor shall inform of it in writing to the Engineer-in-charge with the
specified reference to the sections before starting further work. Once the work is started no cognizance of
any complaint shall be taken merely not signing of the book shall not be deemed as disagreement.
Profiles of the section including the road side gutters to be excavated shall be laid at suitable intervals of
m to 50 m or other intervals as directed by the Engineer-in-charge to conform to the curved or straight
alignment,section,grade and side slopes. The lineout shall be clearly marked and profiles of embankments
where excavated materials are to be used shall be set up with the toe line marked on each side. The road way
section shall first be excavated with vertical side for each lift and the sides slopes for that lift shall be
excavated in steps. These steps shall be smoothened to the required slope when the excavation reaches the
road formation. The contractor shall on no account excavate beyond the slopes or below the specifics grade
unless so directed by the Engineer in writing. If excavation is done below the specified level or outside the
section, it shall not be paid for and the contractor shall be required to fill up at his own cost such extra
excavation in the road portion, with approved materials of the embankment grade in layer watered and fully
loose to attain maximum density laid down for the embankment in its relevant item. The Engineer may
required measurement ridges and deadmen to be laft at specified intervals or places and kept in tact till
ordered to be removed, for the purposes of check measurements. The excavation shall be finished neatly,
smoothly and evenly to the correct lines, curves, grades, section and side slopes as shown on the plans or
directed by the Engineer-in-charge. The sub-grade if loose, shall be scarifies, watered and loose to the
same density as the embankment. The section, side slopes and catch water gutter shall be maintained by
the contractor at his own cost in such a way that the formation and gutters will be well drained by providing
necessary diversion etc. and not damaged due to obstruction of any drainage, necessary passages shall be
provided for leading away seepage, springs, surface flow or rainwater safely without damaging the work.
If any damage occurs due to default of the contractor in this respect, he shall make good the damage at his
cost. If it is necessary in the execution of the work to interrupt existing surface drainage, irrigation channels,
sewers or under drainage, temporary arrangements shall be provided till such time as is necessary. The
Contractor at his own cost shall make good the interrupted drainage and sewer etc. unless separately
provided in the tender. Any damage to the existing works or work in hand caused as a result of his
operations or negligence shall be made good by the Contractor at his own cost. Road side gutters shall be
excavated to the specified section and shall be measured along with the main cutting in cubic metres.
If slides occur in the cutting they shall be removed as ordered by the Engineer-in-charge. If finished slopes
slide in to the road way before the final acceptance of the work, such slides shall be removed by the
Contractor and shall be paid for at the contract rate for the class of excavation involved provided the slides are
not due to any negligence of the Contractor. The classification of the material in slides shall conform to its
condition at the time of removal and payment made accordingly regardless of its time of prior conditions.
Care shall be taken to see that excavation is arranges in a safe way so that there will be no risk to the work or
workman by slides, falling materials, boulders and collapsing slides.
If there is traffic nearby or if there are towns village in the neighborhood barricades and/or traffic signal shall
be provided day and night for the duration of the work in such a way as to prevent accidents. Warning
signals shall be displayed at 7 mt. from the danger point on both sides to give sufficient warning. If necessary,
signalers shall be stationed at each end to regulate traffic where it is heavy. Measures shall be taken to see
that the excavation does not affect or damage adjoining structures or property. If there is damage to property,
injury to workers, the members of the public, animals etc. due to the negligence of the Contractor, he will be
responsible and liable to all the consequence including compensation.
When the useful excavated materials is to be used in embankment within a lead 50 metre and all lift, it shall
be directly deposited at the required location in specified layers. No handling or conveyance charges shall
be paid if the materials is temporarily deposited elsewhere and subsequently conveyed to site of
deposition. The sequence of operations should be arranged properly, Materials required for items other than
bank shall be arranged in neat stacks at convenient places, without interfering with drainage in any way.
The excavated materials shall not be deposited within 3 m from the top edge of slope or top of the bank.
The lead shall be measured from the junction point of cutting and embankment up to 50 mt. on either
side. The contract rate shall be for a unit of one cubic metre for the stratus mentioned in the wording of
the item of excavation acceptably completed, as directed by the Engineer-in-charge.
DISPOSAL OF EXCAVATED MATERIALS :-
All the surplus excavated materials shall be the property of the contractor. Suitable material obtained from the
excavation of the roadway shoulders, verge, drains, cross drainage works etc. shall be used for
i) Filling for roadway embankments
ii) Filling existing pits in the right of way as directed by the Engineer including levelling and spreading
with all leads and lifts.
iii) For landscaping of the road as directed by the Engineer, including levelling and spreading, with all
leads and lifts.
iv) Surplus material such as rubble, stones etc. not intended for use as above shall be used as a raw
material for crusher with prior permission of Engineer-in-charge.
Unsuitable and surplus material which in the opinion of the Engineer cannot be used in the
works shall be removed from site by the Contractor and disposed off including all lead & lifts. No place will
be made available by the employer for disposing off the material and no claim will be entertained on that
1.1 MEASUREMENTS FOR PAYMENT
Excavation for roadway shall be measured by taking cross sections at suitable intervals in the original
position before the work starts and after its completion and computing the volumes in cu. m. by the method of
average end areas for each class of material encountered. At the option of the Engineer, the Contractor shall
leave depth indicators during excavations of such shape and size and in such positions as directed so as to
indicate the original ground level as accurately as possible. The contractor shall see that these remain intact till
the final measurements are taken.
The contract unit rates for the items of roadway and drain excavation shall be payment in full for
carrying out the operations required for the individual items including full compensation for :
(i) Setting out
(ii) Transporting the excavated materials and depositing the same on sites of embankments, spoil banks
or stacking as directed within lifts and lead upto 50 m.
(iii) Trimming bottoms and slopes of excavation.
(iv) Dewatering
(v) Disposal of surplus excavated stuff and clearing of site after completion of work.
(vii) Watering where necessary and compacting to requirements.
(viii) Erecting all safety provisions and making necessary diversions as directed by
ENGINEER/Engineer-in-charge. This item should be executed as per MORTH
Preparation of subgrade with compacting. levelling and consolidation of subgrade with mini roller/plate vibrator
machine including watering and filling in depression which occur during the process. including
labour,machinery, equipments required to execute this item etc. complete as detailed in tender
specification & as directed by engineering charge.(SOR 2024-25)
Immediately following the spreading of the subgrade material rolling shall be started with mini roller/plate
vibrator machine.
Except on superlevated portion where the rolling shall proceed from inner edge to outer, rolling, shall
be from the edges gradually progressing towards the centre. First the edge/edges shall be compacted with
roller running forward and backward. The roller shall than move inwards parallel to the centre line of the
road, in successive passes uniformly lapping preceding tracks by at least one half way width.
Rolling shall continue untill the subgrade material is throughly keyed and the creeping of the sub-grade ahead
of the roller is no longer visible. During the process rolling shall not be done when the sub grade is soft or
yielding or when it causes a wave like motion in the sub-grade course.
The rolled surface shall be checked transversely and longitudinally with templates and any irrigularities
corrected by loosening the surface, adding or removing necessary amounts of subgrade material and rerolling
until, the entire surface conforms to desired camber and grade. In no case shall use of screening be
permitted to make up depressions.
The bindage materials where it is required to be used shall be applied, successively in two or more thin layers
at a slow and uniform rate. After each applications, the surface shall be continuously sprinkled with water,
the resulting slurry swept in with hand brooms or mechanical brooms to fill the voids properly, and rolled
during which water shall be applied to the wheels of the rollers if necessary to wash down the binding
materials sticking to them. These operations shall continue until the resulting slurry after filling of voids,
forms a wave ahead of the wheels of the moving roller. After the final compaction of subgrade course the
road shall be allowed to dry overnight. Nixt morning hungry spot shall be filled with screening of binding
materials as directed, lightly sprinkled with water, if necessary and rolled. No traffic shall be allowed on
the road untill the base has set. The Engineer-in-charge shall have the discretion to stop hauling traffic
from using the completed subgrade course if in his openion it would cause excessive damage to the surface.
MODE OF PAYMENT :-
Payment will be made on Sq.mt. basis consolidation of finished work and shall also includes cost of watering,
rent of machinery, cost of fuel, wages of drivers and cleaners, earthen and murrum bund etc. and
Providing & Laying C.C 1:5:10 (1cement :5coarse sand :10 graded stone agg.40 m.m Nominal size )
& curing comp. excl. cost of from work in :Foundation & Plinth (SOR 2024-25)
3.1.0 Materials:-
Water shall conform to M-1. Cement shall conform to M.3.Sand shall conform to M-6.Stone
aggregate 40 mm nominal size shall conform to M-12.
3.2.0 WORKMANSHIP :
3.2.1 General :-
Before starting concreting the bed of foundation trenches shall be cleared of all loose materials,
leveled, Watered and rammed as directed.
3.2.2 Proportion of Mix :-
The proportion of cement, sand coarse aggregate shall be one part of cement, 5 parts of sand
parts of stone aggregate shall be measured by volume.
3.2.3 Mixing :-
The concrete shall be mixed in a mechanical mixer at the site of work. Hand mixing may
however be allowed for smaller quantity of work if approved by Engineer-in-charge. When hand
mixing is permitted by the Engineer-in-charge in case of break down of machineries and in the
interest of the work, it shall be carried out on a water tight platform and care shall be taken to
ensure that mixing is continued until the mass is uniform in colour and consitency. However in
such case 10% more cement than otherwise required shall have to be used without any extra cost.
The mixing in mechanical mixer shall be done for a period 1 1/2 to 2 minutes. The quantity of
water shall be just sufficient to produce dense concrete of required workability for the purpose.
3.2.4 Transporting and placing the conrete :-
The concrete shall be handed from the place of mixing to the final position in not more than
minutes by the method as directed and shall be placed into its final position, compacted and
finished within 30 minutes of mixing with water i.e. before the setting commences.
The concrete shall be laid in layers of 15 cms to 20 cms.
Compacting :-The concrete shall be rammed with heavy iron rammer and rapidly to get the
required compaction and to allow the interstices to be filed with mortar.
3.2.5 Curing :-
After the final set,the concrete shall be kept continuously wet, if required by ponding for a period
of not less than 7 days from the date of placement.
3.3.0 Mode of measurements and payment :-
The concrete shall be measured for its length breadth and depth, limiting dimensions to those
specified on plan or as directed. The rate shall be for a unit of one cubic meter. This item should be
executed as per MORTH
Providing & laying C.C 1:3:6 (1cement :3 coarse sand :6 Crushed stone agg 20m.m Nominal size) &
curing comp. excl. cost of form work in :(a) foundation & Plinth (SOR 2024-25)
Details specification as per Item Description, Item No.3 but read 1:3:6 instead of 1:5:10, latest
amendment and as directed by Engineer-in-charge. This item should be executed as per MORTH
Providing & laying ordinary cement con.1:1.5:3 (1cement:1.5sand: 3 graded stone agg. 20 mm
nominal size) finishing smooth curing etc. comp. Incld. Cost of form work but excl. Cost of reinforcement for
R.C.C. Work in : Up to G.L./P.L.(A) BEAM :(ii) Having c/s area more than 0.08 sq. mt. & upto 0.12 sq.mt
5.1.0 Materials :-
Water shall conform to M-1, Cement shall conform to M-3. Sand shall conform to M-6. Grit shall
conform to M-8. Graded stone aggregate 20 mm nominal size shall conform to M-12.
5.2.0 General :-
5.2.1 The concrete mix is not required to designed by preliminary tests. The proportion of the concrete mix
shall be 1:1.5:3 [1 cement: 3 coarse sand: 3 graded stone aggregate 20 mm nominal size] by volume
Concrete work shall have exposed concrete surface or as specified the item.
5.2.2 The designation ordinary M-100, M-150, M-200, M-250 specified as per I.S. corresponding
approximately to 1:3:6 1:2:4, 1:1:1, 1/2: 3 and 1:1:2 nominal mix of ordinary concrete by volume
respectively with conforming to IS:456.
5.2.3 The ingredients required for ordinary work, containing one bag of cement of 50 kg. by weight
[0.0342 cu.m.] for different proportion of mix shall be as under.
Grade Toral quantity of dr Proportion of fine quantity of water per
aggregate by volume per aggregate of coarse Kg. of cement maxinum
50 Kg. of cement t be aggregate
taken as the some of
individual volume of fine
and coarse aggregate
M-100 300 Liters Generally 1:3 for fine 35 Liters
(1:3:6) aggregate to coarse
M-150 220 Liters aggregate by volume but 32 Liters
(1:2:4) subject to and upper limit
M-200 160 Liters 30 Liters
M-250 100 Liters 27 Liters
5.2.4 The water cement ratios shall not be more then those specified in the table. The cement
content of the mix specified in the table shall be increased if the quantity of water in a mix has
to be increased to overcome the difficulties of placement and compaction so that the water cement
ratio specified in the table is not exceeded.
5.2.5 Workability of the concrete shall be controlled by maintaining a water cement ratio that
is found to give a concrete mix which is just sufficiently wet to be placed and compacted without
difficulty with the means available.
5.2.6 The maximum size of coarse aggregate shall be as large as possible within the limits specified but
in no case greater than one fourth of the minimum thickness of the member, provided that the
concrete can be placed without difficulty so as to surround all reinforcement throughly and to fill
the corners of the form.
5.2.7 For reinforced concrete work, coarse aggregates having a nominal size of 20 mm generally
considered satisfactory.
5.2.8 For heavily reinforced concrete members as in the case of the ribs of main beams the nominal
maximum size of coarse aggregate should usually be restricted to 5 mm, less than the minimum
clear distance between the main bars, or 5 mm, less than the minimum cover to the reinforcement
whichever is smaller.
5.2.9 Where the reinforcement is widely spaced as in solid slabs, limitations of size of the aggregate
may not be so important and the nominal maximum size may some times be as great as or grearar
than the minimum cover.
5.2.10 Admixture may be used in concrete only with approval of Engineer-in-charge based upon the
evidance that with the passage of time; neither the compressive strength of concrete is
reduced nor are other requisite qualities of concrete and steel impaired by the use of such
5.3.0 WORKMANSHIP :
5.3.1 General :- The bars shall be kept in position by the following method:
In case of beam and slab construction, sufficient number of precast cover blocks in cement mortar
1:2 [ 1 cement 2 coarse sand ] about 4 x 4 cms. section of thickness equal to the specified
cover shall be placed between the bars and shuttering as to secureand maintain the requisite cover
of concrete over the reinforcement.
In case or cantilevered or doubly reinforced beams or slabs, the main reinforcing bars shall be
held in position by introducing cabin spacers or supports bars at 1.0 to 1.2 metres centres.
In case of columns and wall, the vertical bars shall be kept in position by means of timber
timpltes with slotes accurately cut in them, the templtes shall be removed after concreting has
been done below it. The bars may also be suitably tied by means of annealed steel wires to the
shuttering to maintain their position during concreting.
All bars projecting from pillars, columns,beams, slabs etc. to which other bars and concrete are
to be attached or bounded to lateron, shall be protected with a coat of thin neat cement grout, if
the bars are not likely to be incorporated with succedding mass of concrete within the following
10 days. This coat of thin neat cement shall be removed before concreting.
5.3.2 Proportioning :-
Proportioning shall be done by volume, except cement which shall be measured in terms of bags
of 50 kg. weight. The volume of one such bag being taken as 0.0342 cu. metre Boxes of suitable
sizes shall be used for measuring sand and aggregate. The size of the boxes [ internal ] shall be
35x25 cms.and 40 cms.deep.While measuring the aggregate and sand,the boxes shall be filled
without shaking, ramming or hammering. The proportioning of sand shall be on the basis if its
dry volume and in case if damp sand, allowances for bulkage shall be made.
5.3.3 Mixing :-
5.3.3.1 For all work, concrete shall be mixed in a mechanical mixer which alongwith other accessories
shall be kept in first class working condition and so maintained throughout the construction.
Measured quantity of aggregate, sand and cement required for each batch shall be poured
into the drum of the mechanical mixer while it is continously running. After about haif a minute
of dry mixing measured quantity of water required for each batch of concrete mix shall be added
gradually and mixing continued for another one and half minute. Mixing shall be continued till
materials are uniformly distributed and uniform colour of the entire mass is obtained and each
individual particle of the coarse aggregate shown complete coating of mortar containing its
proportinate amount of cement. In no case shall the mixing be done for less than two minutes
after all ingredients have been put into the mixer.
5.3.3.2 When hand mixing is permitted by the Engineer-in-charge for small jobs or for certain other
reasons, it shall be done on the smooth watertight platform large enought to allow efficient
turning over the ingreadients of concrete before and after adding water.Mixing platform shall be so
arranged that no foreign material gets mixed with concrete nor the mixing water flow out.
Cement in required number of bags shall be placed in a uniform layer on top of the measured
quantity of fine and coarse aggregate, which shall also be spread in a layer of uniform thickness
on the mixing platform. Dry coarse and fine aggregate and cement shall then be mixed throughly
by turning over to get a mixture of uniform colour. Specified quanitty of water shall then be added
gradually through a rose can and the mass turned over till a mix of required consitency is
obtained. In hand mixing, quantity of cement shall be increased by 10 percent above that specified.
5.3.3.3 Mixer which have been out of use for more than 30 minutes shall be thoroughly cleaned before
putting in a new batch, unless otherwise agreed to by the Engineer-in-charge. The first batch of
concrete from the mixture shall contain only two thirds of normal quantity of coarse aggregate.
Mixing plant shall be thoroughly cleaned before changing from one type of cement concrete to
5.3.4 Consistency :
The degree of consistency which shall depend upon the nature of the work and methods of
vibration of concrete, shall be determined by regular slump test in accordance with I.S. 1199 :
1959. The slump of 10 mm to 25 mm shall be adopted when vibrators are used and 80 mm when
vibrators are not used.
5.3.5 Inspection :
5.3.5.1 Contractor shall give the Engineer-in-charge due notice before placing any concrete in the
forms to permit to inspect and accept the false work and froms as to their strength, alignmentand
general fitness but such inspection shall not relieve the contractor of his res-ponsibility for the
safety of men, machinary, materials and for results obtained. Immediately before concreting, all
forms shall be thoroughly cleaned.
5.3.5.2 Centring design and its erection shall be got approved from the Engineer- in- charge. One carpenter
with helper shall invariably kept present throughout the period of concreting. Movement of
labour and other persons shall be totally prohibited for reinforcement laid in position. For access to
different parts suitable mobile platform shall be provided so that steel reinforcement in position
is not disturbed. For ensuring proper cover, mortar blocks of suitable size shall be cast and tied
to the reinforcement. Timber, kapachi or metal pieces shall not be used for this purpose.
5.3.6 Transporting and laying :-
5.3.6.1 The method of transporting and placing concrete shall as approved.Concrete shall be so
transported and placed that no contamination segregation or loss of its consituent material takes
5.3.6.2 All form work shall be cleaned and made free from standing water dust snow or ice
immediately before placing of concrete. No concret shall be placed in any part of structure until
the approval of Engineer-in-charge.
5.3.6.3 Concreting shall proceed continously over the area between construction joints. Fresh concrete
shall not be placed against concrete which has been in position for more than 30 minutes unless
a proper construction joint is formed. Concrete shall be compacted in its final position within
minutes of its discharge from the mixer. Except where otherwise agreed to by the Engineer-
in-charge concrete shall be deposited in horizontal layers to a compacted depth of not more than
0.45 metre when internal vibrators are used and not exceeding 0.30 metre in all other cases.
5.3.6.4 Unless otherwise aggreed to by the Engineer-in-charge, concrete shall not be dropped into
place from a height exceeding 2 meters.
5.3.6.5 When trunking or chutes are used they shall be kept close and used in such a way as to avoid
segregation. When concreting has to be resumed on a surface which has hardened, it shall be
roughened, swept clean, throughly wetted, and covered with a 13 mm thick layer of mortar
composed of cement and sand in the same ratio as in the concrete mix itself, this 13 mm layers
of mortar shall be freshly mixed and placed immediately before placing of new concrete. Where
concrete has not fully hardened, all laitance shall be removed by scrubbing the wet surface
with wire or bristle brushes, care being taken to avoid dislogement of any particles, of
coarse aggregate. The surface shall then be thoroughly wetted, all free water removed, and then
coated with neat cement grout, The first layers of concrete to be placed on this surface shall not
exceed 150 mm in thickness and shall be well rammed against old work, particular attention
being given to corners and close spot.
5.3.6.6 All concrete shall be compacted to produce a dense homogeneeous mass with the assistance of
vibrators, unless otherwise permitted by the Engineer - in - charge for exceptional cases such as
concreting under water where vibrators cannot be used. Sufficient vibrators in serviceable
condition shall be kept at site so that spare equipment is always available in the event of
5.3.6.7 Concrete shall be judged to be compacted when the mortar fills the spaces between the coarse
aggregate and begins to cream upto form an even surface. Compaction shall be completed
before the initial setting starts i.e. within 30minutes of addition of water to dry mixture. During
compaction. It shall be observed that needle vibrators are not applied on reinforcement which is
likely to destory the bond between concrete and reinforcement.
5.3.7 Curing :-
Immediately after compaction, concrete, weather including rain, running water, shocks, vibration,
traffic, rapid tempreature changes frost and drying out process it shall be covered with wet
sacking, hossion or other similar absorbant material approved, soon after the initial set and shall be
kept continuously wet for a period of not less than 14 days from the date of placement. Masonary
work over foundation concrete may be started after 48 hours of its laying but curing of concrete
shall be continued for a minimum period of 14 days.
5.3.8 Sampling and Testing of concrete :-
5.3.8.1 Samples from fresh concrete shall be taken as per IS 1199:1999 and cubes shall be made, cured
and tested at 7 days and 28 days as per requirements in accordance with IS 516:1959. A random
sampling procedure shall be adopted to ensure that each concrete batch shall have a resonable
chance of being tested i.e. the sampling should be spreed over the entire period of concreting and
cover all mixing units. The minimum frequency of sampling of concrete of each grade shall be in
accordance with following.
5.3.8.2 Quantity of concrete in the work No. of
samples 1-5 Cmt.
51-and above 4+one additional sample for each additional 50 cmt. or part there of.
Note:- Atleast one sample shall be taken from shift. The test specimens shall be made from each sample,
five for testing at 7 days and the ramaining five at 28 days. The samples of concrete
shall be taken on each day of the concreting as per above frequency. The number of specimens
may be suitably increased as deemed necessary by the Engineer-in-charge when procedure of
tests given above reveals a poor quality of concrete and in other special cases.
5.3.8.3 The average strength of the group of cubes cast for each day shall not be less than the specified
cube strength of 150 kg/cm2 at 28 days. 20% of the cubes cast for each day may have value less
than the specified strength provided the lowest value is not less than 85% of the specified
strength. If the concrete made in accordance with the proportion given for a particular grade does
not yield the specified strength such concrete shall be classified as belonging the the appro-priate
lower grade. Concrete made in accordance with the proportions given for a particular grade
shall not, howev- er, be placed in a higher grade on the ground that the test strength are higher
than the minimum specified.
5.3.9 Stripping :
5.3.9.1 The Engineer- in- charge shall be informed in advance by the contractor of his intention to struck the
form work. While fixing the time for removal of form work, due consideration shall be given to
local conditions, character of the structure,the weather & other conditions that influence the setting
of concrete and of the materials used in the mix. In normal circumstances [ generally where
temperatures are above 20'c] and where ordinary concrete is used forms may by struck after expiry
of period specified in the Item No.4 for respective item of form work.
5.3.9.2 All form work shall be removed without causing any shock or vibration as would damage the
concrete. Before the soffit are removed, the concrete surface shall be exposed, where necessary in
order to ascertain that the concrete has sufficiently hardened.Centring shall be gradually and
uniformly lowered in such a manner as to permit the concrete to take stresses due to its own weight
uniformly and gradually. Where internal metal ties are permitted they or their removable parts shall
be extracted without causing any damage to the concrete and remaining holes filled with mortar.
No permanently embedded metal part shall have less than 25 mm.Cover to the finished concrete
surface. Where it is intended to re-use the from work, it shall be cleaned and made good to the
satisfaction of the Engineer- in- charge. After removal of form work and shuttering, the Executive
Engineer shall inspect the work and satisfy by random checks that concrete produced is of good
5.3.9.3 Immediately after the removal of forms all exposed bolts etc. Passing through the cement member
and used for shuttering or any other purpose shall be cut inside the cement concrete member to a
depth of at least 25 mm. below the surface of the concrete and, the resulting holder be filled by
cement mortar. All fins caused by from joints, all cavities produced by the removal of form ties and all
other holes and depression, honeycomb spots, broken edges or cornersand other defects, shall be
thoroughlly cleaned, saturated with water and carefully pointed and rendered true with mortar of
cement and fine aggregate mixed in the proportions used in the grade of concrete that is being
finished and so as dry consistency as is possible to use. Considerable pressure shall be applied in
filling and pointing to ensure thorough filling in all avoids.Surfaces which are pointed shall be kept
moist for a period of 24 hours.
5.3.9.4 If rock pockets/honeycombs in the opinion of the Engineer-in- charge are of such an extent or
character as to effect the strength of the structure materially or to endanger the life of the steel
reinforcement, he may declare portions of the structure affected.
5.4.0 Mode of measurement and payment :
5.4.1 The consolidated cubical contents of concrete work as specified in item shall be measured. The
concrete laid in excess of section shown on drawings or as directed shall not be measured. No
deductions shall be made for.
[a] Ends of dissimilar materials such as joints, beams, posts, girders, rafters, purlin, trusses, corbels and
steps etc. up to 500 sq.cm. in section.
[b] Opening upto 0.1 sq.m.
[c] The volume occupied by reinforcement shall not be deducted from R.C.C. work.
5.4.2 The rate includes cost of all materials labour, tools and plant required for mixing, placing in position
vibrating and compacting, finishing as directed, curing and all other incidental expenses for
producing concrete of specified strength. The rate excludes the cost of form work.
5.4.3 The rate shall be for a unit of one cubic meter. This item should be executed as per MORTH
Supplying and filling fine sand (Pana/Stone Dust/Crush sand) in 25/75 mm Avg.) compacted thickness over the
base including necessary compaction, watering etc. complete. item includes levelling by using mini rollar/plat
vibrator machine and as per details in tender specification & as directed by engineer in charge.(SOR 2024-25)
6.1.0 Fine sand (Pana) shall conform to specification of material M-3.
6.2 WORKMANSHIP :
6.2.1 Fine sand (Pana) shall be supplied to worksite and staked at suitable place. It shall be got approved
by Engineer-in-charge. Fine sand (Pana) shall be filled in compacted thickness of 25/75 mm. It shall
be compacted and watered thoroughly. This item should be executed as per MORTH
Providing 100mm thick readymade C.C. kerb of strength M-20 (size 300mm x 380mm) purchased from
SMC's approved paverblock manufacturer & setting in line, level and in truly vertical position, including filling
joints in C.M. 1:1 (1 part of cement : 1 part of stone dust) smooth pointing in C.M. 1:1 (1 part of cement : 1 part of
coarse sand) including watering etc. complete and as directed by engineer in charge.(SOR 2024-25)
7(A) For regular edge of footpath
7(B) For rounding at edge of footpath( For fanning portion)
Item includes all materials, labour, equipment, tools, plants, watering, cleaning etc. complete.
The cement used in the manufacture of high quality precast concrete paving block shall be conforming to IS
12269 (53 grade) ordinary Portland Cement or IS 8112 (43 grade ordinary Portland cement). The minimum
cement content in concrete used for making paver blocks should be 310 kg/Cu.M. And the upper limit of
cement shall not be more than 425kg/Cu.M.
The fine and coarse aggregates shall consist of naturally occurring crushed or uncrushed materials which,
apart from the grading requirements comply with IS 383-1970. The fine aggregates used shall contain a
minimum of 25% natural silicon sand. Lime stone aggregates shall not be used. Aggregates shall contain no more
than 3% by weight of clay and shall be free from deleterious salts and contaminants.
The water shall be clean and free from any deleterious matter. It shall meet the requirements stipulated in
OTHER MATERIALS :-
Any other material/ingredients used in the concrete shall conform to latest IS specifications.
C.C.BLOCK CHARACTERISTICS:
The C.C. block should have perpendicularities after release from the mould and the same should be retained until
The concrete mix design should be followed for each batch of materials separately and automatic batching plant is
to be used to achieve uniformity in strength and quality.
The C.C. block shall be manufactured in single layer only. Skilled labours should be employed for layinbg blocks
to ensure line and level, for laying, desired shape of the surface and aequate compaction of the sand in joint.
The C.C. block must be of size 300 mm x 100 mm x 380 mm and casted in M-200 Grade with 4" (110 mm) radius
counding at the top and 2 (two) nos. 12 mm keys at the other vertical face as directed by Engineer-in-charge.
When foot path meets with a junction or approach road at the end of foot path, a turning radius equal to the width
of foot path should be made as pe below and as directed by Engineer-in-charge.
Sr. Turning Radius No. of C.C. block Size of C.C. block in rounding
1. 1.00 mt. 4 Nos. } Oute 370 mm x inner 340 mm x
2. 1.50 mt. 6 Nos. } thickness 100 mm x Height
Strength is measure of the ability of the concrete kerb unit to withstand load. It is determined under laboratory
conditions using bending strength. A load is uniformly applied though a 401mm swivel paralkled and rigid bearers
rounded to a radius of 201mm until is failure reached. For each kerb the individual strength in MPa is determined
using the second moment of area. For each of calculation, the second moment of area and distance from the
controid to the extreme tensile fibre are incorporated for the profiles specified within the standard. For other
profiles please refer to individual manufacturers who will supply the relevent information. The bending strength in
MPa is recovered to check compliance with BS EN, The number of the kerbs per sample will very depending on
previous production performance assessed statistically by attrributes of veriables.
The characteristid bending strength shall not bve less than the value corresponding to the class in the table that
follows. None of the individual results shall be less than the corresponding minimum bending strength in the table.
Where kerbs, due to their geometry, cannot be tested according to this standard they shall be considered to be in
the same class as tested kebrs provided they have at least the Bending strength classes.
Class Marking Characteristic bending Minimum bending strength
strength (MPa) (MPa)
WEATHERING RESISTANCE:
Is a measure of the ability of the concrete kerb to withstand weathering specific conditions exist such as frequent
contact of the surface with de icing salt under frost conditions. It can be assessed under laboratory conditions by
measuring the amound of spalled material from a surface under the cycle of freezing thawing action using a
deicing salt solution, or, if node-icing salt is used, then the measurement of the porosity by measuring the water
absorption of the kerb sould be used.
ABRASION RESISTANCE:
Is a measure of the ability of the concrete kerb to withstand erosion caused by trefficking in service. It is assessed
under laboratory conditions by abranding the surface of the kerb with a flow of a hard abrasive material while
applying a known force. The resulting loss of material from the kerb surface is measured by determining the
SLIP/SKIP RESISTANCE:
Is a measure of the ability of the concrete kerb laid in service to withstand slipping for pedestrians and skidding
for vehicles. The unpolished slip resistance value is determined using standard rubber material attached to a
pendulum friction tester and tested under wet conditons. To determine the polished pvaer value (PPV) for all
paving units BS 7932:1988 should be used. This test method measures the slip resistance of the kerb after it has
been synthetically trafficked (or plished) under laboratory conditions to replicate the performance of kerb during
their life under traffic conditons. For more details please contact interpave.
Kerb and edgings are mainly used as edge restains to paved surfaces or where changes in surface materials or
levels occur. They retain any unbound construction material, e.g. laying course material, within the paved area and
help support the applied loads by preventing horizontal displacement of the pavement construction. Channels may
be used in these applications as well but can also be used to intercept and
transport surface water. In velucular areas kerb, edging and channel units will inevitably be overrum or suffer side
impact from vehicle tyres sometime in there service life. By selecting the appropriate units and ensuring correct
insallation they will give long an durable service.
Performance deviations the value for possible deviation from manufacturer's declared values are as follows.
1% to the nearest mm, with a minimum of 4mm and not exceeding 10mm.
Other dimentions:
Other faces : 3% to the nearest mm, with a minimum 3 mm not
exceeding 5 mm.
Other parts : 5% to nearest mm, with a minimum of 3 mm not exceeding 10 mm.
Flatness and straightness:
Length of gauge mm Permissible deviation mm
The difference between any two measurements of single kerb shall be </-5mm.
Installation of concrete kerbs, edging and channel units has five main stages:
- Preparatiojn of support layers.
- Construction of unit foundation.
- Laying to line and level.
- Pedding of units.
- Haunching of units.
The unit foundation itself must be supported, eithef on an extension to the underlaying pavement sub layers or, for
thhin pavements (e.g. edgings on pedestrain footwaysd), directly on an adequate subgrade. The depth of the unit
and that of the pavement construction will determine on which pavement layer the kerb foundation will sit.
Products should be laid using one of the following alternative methods:
1. Units set on a race of reshly mixed concrete.
2. Units bedded on a mortar bed on top of a hardened concrete race or onto a mortar beding on a
3. Units bonded to the pavement surface.
LAYING OF C.C. BLOCK AS KERB :
C.C. block shall be placed in line, level and in turely verticla position with 12 mm gap including filling joints in
C.M. 1:1 (1 Part of cement : 1 part of stone dust) and smooth pointing in C.M. 1:1 (1 cement of cement : 1 part of
stone dust) including watering.
At the Residential unikts, it shall be kept 8" (200 mm) open above water table and at the commercial complex, it
shall be kept 3" (75 mm) open above water table and as directed by Engineer-in-charge.
SAMPLING AND TESTING PROCEDURE FOR C.C. BLOCK:
- Internal : Average of minimum 3 samples per 3000 blocks - for paver block manufacturers.
- External : Minimum 3 blocks per 3000 blocks.
Sampling for testing :
Sampling for testing of C.C. kerb shall be done in accordance with Appendix-A in item no.6.
Compressive strength : testing for 28 days compressive strength shall be undertaken.
Abrasion Resistant: It is assessed under laboratoy conditions by abrasing the surface of the kerb with a flow of a
hard abrasive material applying a know force. The resulting loss of material from the kerb surface is measured by
determining the abraded width.
Bending strength : The characteristics bending strength shall be be less than the value corresponding to the class.
None of the inividual results shall be less than the corresponding minimum bending strength.
The rate shall be for a unit of one R.M.
For ensuring quality control and workmanship, above test shall be taken at 01 (One) test per each 1000 (One
thousand) Nos. of C.C. block.
The C.C. block shall be got tested at (R&B) field laboratory of GERI (R&B) or S.V.N.I.T., or Govt. approved
Laying on pavement surface:
The units may be laid directly onto a suitable pavement surface which should extend to a width to fully suport the
units and any required haunching. The units are bonded to the surface using a suitable synthetic resin compound
or with a modified strengthened moratr.
Concrete kerbs are generally laid with unfilled, close joints with a minimum joint width of 12 mm they must not a
butt-jointed. Mortar joints should be filled by 1:1 (1 Cement : 1 stone dust) and enlished with the mortar which
should be freshly mixed, onsisting or 1:1 (1 Cement : stone dust) where moartar joints are used, they should be
complely filled and fully compacted. Joints width should be 12 mm.
Where units are laid over or adjacent to a jointed concrete pavement, suitable joints should extend through the line
of the units at the joints and continue through the kerb race. When mortar joints are used, movement joints should
be provided. These movement joints should be formed of 12 mm thick easily compressible material, extend
through the kerb race. Mortar should be used as soon as possible and any material that has begun to set or has
been mixed for more than two hours discarded.
Contractors need to plain the work to ensure risk is kept to an acceptable level. This may involve the following
-Rethink the phasing of the kerb installation to maximise the number of kerbs being laid at one time.
-Lay direct from the pack rather than double handling by stringing out ahead of final laying.
-Use machinery capable of handing both packs and individual kerbs.
-Use mechinery solutions for the handling of non standard kerb details such a feature kerbs, transition kerbs, drop
kerbs, quadrants (cheeses) and radius kerbs.
-Ensure that workers are trained in the safe use of mechanical lifting equipment.
-Provide training in safe lifting techniques for works involved with kerb laying.
-Consider use of alternative ligheweight kerb components for certain circumstances.
Kerb laying by hand involves a serious risk of injury to those who are doing the work and therefore employers
need to take action to control this risk. When taking the risk, the best solutions will be those which address all
three main hazards, the weight of the kerb, the repetitive nature of the operation and poor posture during work.
The help find the best solution, the manual handling heirarchy of control measures is suggested. You should try to
adop the solution nearest the top of hierarchy first, as these will give the best level of risk control. In ratre cases,
where it is not possible to use any mechnical solutions, short streches of kerb may be laid manually. Where this is
necessary workers should be trained in good handling techniques. The use of lighter weight kerbs or devices that
allow two people to share the lift will reduce the risk of injury.
GENERAL GUIDANCE:
It is important that work procedures are drawn up before commencement to identity any hazards. Failure to do this
can result in lack of co-ordination of materials and multiple handling of product. Correct personal protective
clothing should be provided.
Planning the work:
Work should be planned and coordinated to void uncessary handling.
For operations where fork lift vehicals are used, kerbs should be stacked onto timber plales. Ensure that pallets are
robust as the failure of a pallet could allow kerbs to all.
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