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Tender Value
₹63.8 L
EMD Value
₹64,000
Closing Date
24 Aug 2026, 6:00 pmClosed
Deputy Municipal Commissioner
Providing & Laying 250mm dia NP3 CLASS RCC Spigot Socket rubber ring/flush type rubber ring joint pipe line on internal road of BHAGUNAGAR CO.OP.HOUSING SOCIETY. F.T.P.No.127, T.P.S. No.03 (Karanj) in East (Varachha) Zone-A.
334134
DMC/EZ-A/03/2026-27,Work No.-07
Open
Pipe Laying Work
Works
Surat
3 documents required · 3 mandatory
₹2,832
Commissioner, Surat Municipal Corporation
₹64,000
11 Aug 2026
11 Aug 2026
11 Aug 2026
24 Aug 2026
11 Aug 2026
NAME OF WORK: Providing & Laying 250mm dia NP3 CLASS RCC Spigot Socket rubber ring/flush
type rubber ring joint pipe line on internal road of BHAGUNAGAR
CO.OP.HOUSING SOCIETY. F.T.P.No.127, T.P.S. No.03 (Karanj) in East
(Varachha) Zone-A.
TENDER NOTICE (Online) NO. : DMC/EZ-A/03/2026-27,Work No.-07
VOLUME-I : TECHNICAL BID
Download of tender documents from website : From 10/08/2026 to Dt.24/08/2026up to 18:00
smc.nprocure.com hrs.
Last date of submission of online tender : Dt.24/08/2026 up to 18:00 hrs.
On line Query Submission : -
Last date of submission of tender fees, EMD : 03/09/2026 up to 18:00 hrs. in sealed envelope
and other documents in hard copy strictly by RPAD/Speed post to Chief Accountant,
Surat Municipal Corporation, Muglisara, Surat-
395003, Gujarat.
Estimated Cost : Rs.
Earnest Money Deposit (EMD) : Rs.
EMD shall be paid 010% in form of Crossed
Demand Draft of Nationalized Bank payable at
Document Fees : Rs.
Opening of Tender Technical bid (Online) : Dt. 25/08/2026, 01:00 Hrs. onwards (Probable)
Tentative Price bid Opening (Online) : Dt. 08/09/2026, 01:00 Hrs. onwards (Probable)
Tender fees, EMD, Affidavit, Under taking & Addenda and Corrigendum (if any)
in hard copy to be submitted to:
The Chief Accountant,
Surat Municipal Corporation,
Muglisarai, Surat – 395
SURAT MUNICIPAL CORPORATION
TENDER DOCUMENT
NAME OF WORK :- Providing & Laying 250mm dia NP3 CLASS RCC Spigot Socket rubber ring/flush
type rubber ring joint pipe line on internal road of BHAGUNAGAR
CO.OP.HOUSING SOCIETY. F.T.P.No.127 T.P.S. No.3 (Karanj) in East (Varachha)
5.TO BE SUBMITTED IN QUALIFICATION (In Hard Copy ):................................................................. ...01
7. ANNEXURES FOR PRE-QUALIFICATION TO BE FILLED IN BY TENDERER ............................................12
8. PERCENTAGE RATE TENDER AND CONTRACT FOR WORKS...............................................................21
13. IMPORTANT POINTS TO BE BROUGHT TO TENDERER'S NOTICE ....................................................28
22. GENERAL TECHNICAL SPECIFICATION FOR BUILDING WORKS .......................................................66
24. ITEMWISE DETAILED TECHNICAL SPECIFICATION...........................................................................78
25. TENDERER’S / CONTRACTOR’S CERTIFICATE / UNDERTAKING .....................................................121
SURAT MUNICIPAL CORPORATION
EAST (VARACHHA) ZONE-A
1.0 NOTICE TO INTENDING TENDERERS:
(A) RECEIPT AND OPENING OF TENDER :
Online Tenders will be received from the established and reliable contractors on or before 18:00
hours on 10/08/2026 to 24/08/2026on website smc.nprocure.com. The tender received after due
time and date specified will not be accepted
(B)NAME OF WORK:- Providing & Laying 250mm dia NP3 CLASS RCC Spigot Socket rubber
ring/flush type rubber ring joint pipe line on internal road of BHAGUNAGAR
CO.OP.HOUSING SOCIETY. F.T.P.No.127 T.P.S. No.3 (Karanj) in East (Varachha)
1. ESTIMATED COST : Rs.
2. EARNEST MONEY DEPOSIT : Rs.
EMD shall be paid 010% in form of crossed demand
Draft of Nationalized Bank payable at Surat.
3. TIME LIMIT : 12(Twelve) months (Excluding Monsoon)
4. DOCUMENT FEE : Rs.
5. REGISTRATION REQUIRED : "D" With Experience
(C) OPENING OF TENDERS:
The tenders will be opened online subject to receiving the copy of Tender Fees, EMD and
Under taking of not blacklisted on non-judicial stamp paper of RS.300/-with documents
required for qualification. The tenders will be opened in three stages i.e. Qualification Bid,
Technical Bid and Commercial Bid.
(D) PURCHASE OF TENDER DOCUMENTS :
Tender Documents can be downloaded from smctender.nprocure.com up to
Tender documents fees per set which is required for submission of tender towards the cost
of tender documents in form of 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 along with 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.
(E) CONTRACT PERIOD :
The total contract period is hereby fixed as 12 (Twelve) months (Excluding Monsoon) from
the 15th Day of issuance of work order. As Memorandum no Execution work shall be
permitted on site from 01st June to 30th September(i.e. during monsoon) except special
permission is been granted in required circumstances. However material procurement shall
(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) as
specified in the tender notice
(d) The successful tenderer shall execute the Contract Agreement within fifteen days after
the date of Notice of award.
(e) The successful Tenderer will be required to furnish a performance bond (Security
Deposit) of amount equal to (2%) Two percent of the tendered amount.
(f) The successful Tenderer shall furnish insurance in accordance with the contract
(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 process.
(j) 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 totally.
(G) Tender Validity Period :
The validity period of the tender submitted for this work shall be of one hundred twenty
(120) calendar days from Price Bid Opening for this work and the Tenderer shall not be
allowed to withdraw or modify the tender offer on his own during the validity period.
(H) 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
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
Executive Engineer
East (Varachha)Zone-A
Surat Municipal Corporation
SIGNATURE OF THE CONTRACTOR :-
2. QUALIFICATION OF TENDERER:
Special Note-Important:
A. Estimate amount shown in the tender documents is INDICATIVE only. For society drainage
line work, estimated amount of work up to 25.0 Lacs should be considered in Unit Rate
Work And having Estimated amount more than 25.0 Lacs, Individual tender shall be invited
as per standard practice.
B. Class of registration should be applied as per estimate amount of work & standard norms-
criteria etc. accordingly.
A. Tenderer shall be required to submit the enlisted documents in hard copy along
with the Qualification Bid. 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 for pre-qualification,
(A) Experience of having successfully completed similar works during last 7 years
either of the following
(1a) Three similar completed works, each costing not less than amount equal to
40% of the estimated cost of relevant part.
(2a) Two similar completed works, each costing not less the amount equal to
50% of the Estimated Cost of relevant part.
(3a) One similar completed works, each costing not less the amount equal to 80%
of the Estimated Cost of relevant part.
Similar works means works of Providing and laying of RCC drainage/ storm
drainage/ Any engineering work where RCC pipe line laid matching criteria as
above (A) , (1a),(2a) & (3a) for pipe laying work only.
(B) Average Annual Turnover during last 3 years, ending 31st March of
previous financial year, should be at least 30% of Estimated Cost. An
attested copy of annual turnover for last 3 years should be enclosed.
(C) The Contractors / Companies having solvency certificate of any
nationalized or Schedule Bank listed elsewhere in tender documents,
amounting minimum 20% of the estimated cost.
Solvency Certificate shall not older than 09 (Nine) months on the date of receipt
of tender or If bank has mentioned clearly validation date in Bank Solvency
Certificate, then it shall be valid for 03 (Three) more months from the last date
of receipt of tender
(D) An attested copy of registration with MES, various department of State
Government, Surat Municipal Corporation, CPWD etc.
Registration required: “D” class with Experience.
E) List of the works already completed in last 7 years in prescribed Performa and
attested copies of certificates from head of the office concerned for completion
Following enhancement factors will be used for the cost of works executed and
financial figures to arrive at common base for the value of the works completed
in India. Cut off month shall be considered as a month of tender submission. If
tender submission changes in any of any addenda Corrigendum, the cut of
month shall be changed accordingly)
Sr. Year Multiplying factor
1 Immediate last year of the assessment
* Here Assessment year shall be reckon from year & month in which tender is
Bidder should indicate actual figures of costs and amount for the work executed
in Annexure – I without accounting for the above-mentioned factors.
(F) Declaration regarding the work on hand with the tenderer shall also be given in
prescribed Performa as per Annexure-II. Attested copies of work orders, interim
certificates if any shall also be attached as supporting documents.
(G) Attested copy of partnership deed, power of attorney etc.
(H) For records reasons SMC shall have absolute powers to qualify the bidder for
any particular work irrespective of its monetary value.
(I) The bidder shall note that in case the bidder is Blacklisted/ stated as defaulter/
Barred participating in tenders by any of government agencies/ semi government
agencies or any other equivalent Agencies during last 5 years then in that case, the
bidder 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 to bidder.
(J) The experience of Joint Venture work shall be allowed, if authentic proof from
executive authority for joint venture and roles-responsibility has been clearly
B. Tenderer shall submit only one tender for the work put to this tender.
The tenderer shall furnish a written statement with details in Annexure enclosed.
Executive Engineer
East (Varachha) Zone-A
Surat Municipal Corporation
SIGNATURE OF THE CONTRACTOR: -
3. INFORMATION TO TENDERER:
1. Tender validity period : (120) calendar days from Price Bid Opening for
2. Earnest Money Deposit : Rs.64,000.00
EMD shall be paid 010% in form of crossed
Demand Draft of Nationalized Bank payable at
3. Initial Security Deposit : As per Condition of Contract Chapter 14 Clause
4. Time of Completion : 12 (Twelve) months (Excluding Monsoon)
5. Period of liability for defects : Twelve Months after completion of work
6. Penalty for delay : 0.2% (Zero Point Two Percent) of the contract
price per day, maximum up to 01% (Ten percent)
of the contract price.
7. Last date of download of tender : 24/08/2026 up to 18:00 hrs. from
smc.nprocure.com
8. Last date of submission of online Tender : 24/08/2026 up to 18:00 hrs.
9. Last date of submission of Tender fees, : 03/09/2026 up to 18:00 hrs.
EMD and other Documents
Executive Engineer
East (Varachha)Zone-A
Surat Municipal Corporation
SIGNATURE OF THE CONTRACTOR :-
4.0 SUBMISSION OF TENDER
(a) PURCHASE OF TENDER DOCUMENTS:
(b) Tender Documents can be downloaded from smctender.nprocure.com up to 10/08/2026.
(c) Tender documents fees of Rs.2832.00/- (Including GST) towards the cost of tender documents in
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 along with 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.
(d) 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
Clasue as to reach to Chief Accountant, SMC within 7 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 Rs.
1 Up to Rs. 1 Crore Rs. 01,000/-
2 More than Rs. 1 Crore and Upto Rs. 01 Crore Rs. 20,000/-
3 More than Rs. 01 Crore and Upto Rs. 50 Crore Rs. 30,000/-
4 More than Rs. 50 Crore and Upto Rs. 010 Crore Rs. 70,000/-
5 More than Rs. 010 Rs. 1,00,000/-
(e) All documents of supporting of Bid shall be in electronic format only through online (by
scanning) during the bidding period & hard copy will not be accepted separately.”
(f) All Documents must be in scanned copy and it should be clearly readable & All such
Documents shall be Notarized OR Self attested.
**If Not, The same will be accepted subjected to notarized copy is submitted in hard Copy..
(g) Addenda/corrigendum if any must be signed and submitted online as well as in hard copy also.
(h) Price Bid shall have to be quoted strictly online only. No hard copy of price bid shall be accepted.
Executive Engineer
East (Varachha)Zone-A
Surat Municipal Corporation
SIGNATURE OF THE CONTRACTOR:-
ADDRESS:- DATE:-
5.0 TO BE SUBMITTED IN QUALIFICATION (In Hard Copy ):
A. Following Documents shall only be submitted in HARD COPY to Surat Municipal
Corporation by all bidders.
Earnest Money Deposit as mentioned in the Tender. (i.e. Demand draft)
Tender Fees as mentioned in the tender. (i.e. Demand draft)
Under taking by the tenderer for not black listed on Rs.300/- non judicial stamp paper.
Signed Addenda/Corrigendum if any.
Technical Bid and qualification documents mentioned in the tender and price Bid are not to be
submitted in Physical Form. Please note that Non-submission of Hard copies of Technical Bid as
well as price bid does not absolve the bidders from any liability created from the bid condition
and bidding process. Price Bid shall have to be quoted strictly online only. Technical-Bid in Hard
copy shall be submitted only by Successful Bidders upon intimation from SMC."
6. TO BE SUBMITTED IN QUALIFICATION (In Soft Copy ):
B. Following Documents shall only be submitted in ELECTRONIC FORMATE / ON LINE /
SOFT COPY ( By Scanning ) to Surat Municipal Corporation by all bidders.
a) The scan copy of Tender fees and EMD. (Scanned Copy)
b) Under taking for not black listed as per annexure on non judicial stamp paper of Rs.300/-
(Scanned & Notarized OR Self attested )
c) The scan copy of Registration Certificate. (Scanned & Notarized OR Self attested )
d) The scan copy of Bank Solvency Certificate. (Scanned & Notarized OR Self attested )
e) The scan copy of Partnership deed if any. (Scanned & Notarized OR Self attested )
f) The scan copy of Power of attorney in the name of person who has signed the tender
document. (Scanned & Notarized OR Self attested )
g) The scan copy of work completion certificate / work in progress / work order copy .
(Scanned & Notarized OR Self attested )
h) Addenda/Corrigendum if any. (Scanned & Notarized OR Self attested )
Executive Engineer
East (Varachha)zone-A
Surat Municipal Corporation
SIGNATURE OF THE CONTRACTOR:-
6.0 APPROVED LIST OF BANKS
With reference to List of Banks declared by Government of Gujarat, Finance department GR
No- FD/MSM/e-file/4/2024/4020/D.M.O. dtd. 11/03/2025Annexure I bank guarantee issued
by following bank shall be accepted.
(A) Guarantees issued by following banks will be accepted as SD/ EMD on permanent basis.
All Nationalized Banks.
(B) Guarantees issued by following Banks will be accepted as SD / EMD. The validity cut-off
date in GR is with respect to date of issue of Bank Guaranteed irrespective of date of
termination of Bank Guarantee.
❖AU Small Finance Bank
❖City Union Bank
❖DBS Bank India Limited
❖Equites Small Finance Bank
❖IDFC First Bank
❖Jana small finance Bank
❖Karnataka Bank
❖Karur Vysya Bank
❖Kotak Mahindra Bank
❖South Indian Bank
❖Tamilnadu Mercan le Bank
❖Utkarsh Small Finance Bank
❖Ahmedabad Mercan le Co-Op. Bank Limited
❖Nutan Nagarik Sahakari Bank Limited
❖Rajkot Nagarik Sahakari Bank Limited
❖Saraswat Co-operative Bank
❖SVC Co-Operative Bank Ltd.
❖The Cosmos Co-Operative Bank
❖The Gujarat State Co-Operative Bank
❖The Mehsana Urban Co-operative Bank Limited
❖The Surat District Co-operative Bank
❖The Surat People’s Co-operative Bank Ltd
❖The Kalupur Commercial Co-Operative Bank
❖Baroda Gujarat Gramin Bank.
❖Saurashtra Gramin Bank
SIGNATURE OF THE CONTRACTOR:- Executive Engineer
ADDRESS:- East (Varachha)zone-A
DATE:- Surat Municipal Corporation
7.0 ANNEXURES FOR PRE-QUALIFICATION TO BE FILLED IN BY
Performa for list of works of similar nature already completed by the Tendered
During last 7 years
Sr. No Name of Cost on Time taken in Client Name Date of
work and Completion months to Completion
place complete the
It is mandatory to submit the supporting documents / certificates
through online (by scanning)
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 copies of final bill indicating similar work or certificate of amount
indicating “Similar work” from relevant authority.
Signature of the Contractor with seal.
Performa for declaration regarding works on hand with the tenderer:
Sr. No. Name of Estimated Date of stipulated Amount Brief Name of
work Cost issue of period of of work details of Client
with work completion done delay, if
place order any
It is mandatory to submit the supporting documents / certificates through
online (by scanning)
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 tenders are invited).
Name of work: - Providing & Laying 250mm dia NP3 CLASS RCC Spigot Socket rubber ring/flush
type rubber ring joint pipe line on internal road of BHAGUNAGAR
CO.OP.HOUSING SOCIETY. F.T.P.No.127 T.P.S. No.3 (Karanj) in East (Varachha)
1.0 I, the undersigned, do hereby certify that all the statements made in the required attachments are true
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.
2.0 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 for such works has been rescinded during last five years, prior to the date
3.0 The undersigned hereby authorize(s) and request(s) any bank, person, authorities, government or
public limited institutions, firm or corporation to furnish pertinent information deemed necessary
and requested by the SMC to verify our statements or our competence and general reputation.
4.0 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.
5.0 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 application 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 of any institution referred to in the supporting information, to provide such
information deemed necessary and requested by you to verify statements and information provided
in the Tender or with regard to the resources, experience and competence of the Applicant.
Signed by the Authorized signatory of the firm
Title of the office
Name of the firm
Note: The affidavit format as indicated above to be furnished on non-judicial stamp
Paper of Rs.300 and duly notarized.
It is mandatory to submit the above Affidavit through online (by scanning) and in
Details of Technical staff with tenderer
Sr. Name of personnel Qualification Total Who is proposed to be
No. experience posted for this work
submit the above list through online (by scanning)
List of tools, plants and equipments with tenderer (Format as per
tenderer's choice)
submit the list of tools, plants and equipment or supporting
documents / certificates through online (by scanning).
List of tools, plants and equipments to be deployed by the tenderer for
the work (Format as per tenderer's choice).
submit the list of tools, plants and equipment or supporting documents /
certificates through online (by scanning).
Contractors Schedule for execution of work in the form of Bar chart
Sr. Description of Activity Start month and date and
No. completion month and Date
submit the above list through online (by scanning)
Structure and Organization of the Company
1. Name of Applicant
2. Nationality of Applicant
3. Office Address
Telegraphic Address
Telephone No. (O) (M)
4. Year and location of establishment
5. The Applicant is
a) An individual
b) A proprietary firm
c) A firm in partnership
d) d) A limited company or Corp.
(if a firm in partnership)
6. For how many years has your organization
been in business of similar work under its
present name? What were your fields when
your organization was established?
Signature of Applicant.
submit the above list through online (by scanning)
UNDERTAKING BY THE TENDERER FOR NOT BLACKLISTED ON
RS. 300/- GOVERNMENT STAMP PAPER
Solemnly affirm and state that on oath that ……………………… (Name of Tenderer) has
not been blacklisted 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:
NAME AND ADDRESS:
It is mandatory to submit the above Affidavit through online (by
scanning) and also in hard copy.
8. PERCENTAGE RATE TENDER AND 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 Posted on a board hung up in the Municipal Office and signed by the Commissioner.
This form will state the work to be carried out, as well as the date for submitting and
opening tenders, and the time allowed for carrying out the work; also the amount of earnest
money to be deposited with the tender, and the amount of the security deposit to be
deposited 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 dues ground rents & water-charges
will be granted. Copies of the specifications, designs drawings and estimated rates; schedule
rates and any other documents required in connection with the work which will be signed by
the Executive Engineer, for the purpose of identification shall also be opened for inspection
by contractors at the office of the Executive Engineer, during office hours.
Where the works are proposed to be executed according to the specifications recommended
by a contractor and approved by a competent authority on behalf of the Surat Municipal
Corporation such specification with designs and drawings shall form part of the accepted
(2) In the event of the tender being submitted by a firm, it must be signed by each partner
thereof, and in the event of the absence of any partner, it shall be signed on his behalf by a
person holding a power of attorney authorizing him to do so.
(3) Receipt for payments made on account of any work when executed by a firm, should also be
signed by all the partners, except where the contractors 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 person having authority to give effectual receipt for the firm.
(4) Any person who submits a 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 each
item of the work. Tenders which propose any alteration 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 sort, will be liable to rejection. No single tender shall
include more than one work, but contractors who wish to tender for two or more works shall
submit a separate tender for each. Tenders shall have the name and the number of the
works to which they refer written outside the envelope.
(5) The Commissioner or his duly authorized Assistant will open tenders in the presence of any
intending contractors who may be present at the time, and will enter the amounts of the
several tenders in a comparative statement in suitable form. In the event of a tender being
accepted, the contractors shall thereupon, for the purpose of identification sign copies of the
specifications and other documents mentioned in Rule.1. In the event of a tender being
rejected the deposit will be refundable on application.
(6) The Municipal Corporation shall have the right of rejecting all or of the tenders without
assigning any reason.
(7) No receipt for any payment alleged to have been made by a contractor regard to any matter
relating to this tender or the contract shall be valid and binding on Municipal Corporation
unless it signed by the Executive Engineer,.
(8) The memorandum of work to be tendered for and the schedule of materials to be supplied
by the Municipal Corporation and their rates shall be filled in and completed by the office of
the Executive Engineer, before the tender form is issued. If a form issued to an intending
tenderer has not been so filled in and completed, he shall request the said office to have this
done before he completes and delivers his tender.
(9) All work shall be measured net by standard measure and according to the rules and custom
of the Municipal Department of Surat Municipal Corporation without reference to any local
(01) Under no circumstances shall any contractor be entitled to claim enhanced rates for any
items in this contract.
(11) Every contractor shall, if so desired by the Commissioner, produce along with his tender a
banker's certificate of his financial stability. If he fails to produce such a certificate his tender
will not be considered.
(12) All corrections and additions or pasted slips should be initialed.
(13) The measurements of work will be taken according to the usual method in use in the SMC
and no proposals to adopts alternative methods will be accepted. The Commissioner's
decision at to what the usual method in use in the SMC will be final.
(14) The tender for work shall remain open for a period at 120 days from the last date of online
submission of tender for this work and that the tenderer shall not be allowed to with draw or
modify the offer on his own during this period. If any tenderer with - draw or makes
modifications of additional in the terms and conditions of his tender not acceptable to the
corporation shall without prejudice to any right or remedy be at liberty to forfeit in full said
earnest money absolutely.
(15) Tenderer shall also note that as per the provisions of government, 01 % (one percent)
construction cess on the work done amount shall be levied and shall be deducted from each
running bill & final bill. The contractor shall quote the rate accordingly.
(16) The successful tenderer shall submit the copy of technical bid duly sealed & signed within
fifteen days of issue of work order.
(17) The tenderer shall invariably submit the Certificate of Provident Fund of Employee without
which bill for payment shall not be processed.
(18) The successful tenderer shall submit the copy of labour license within fifteen days of issue of
(19) All the DICL K9 CLASS, RCC NP3/NP4 Class pipes shall have ISI mark on it. The manufacturer
should be having valid BIS/ISO certificate, GST Registration Certificate.
Executive Engineer
East (Varachha)zone-A
Surat Municipal Corporation
Signature of The Contractor.
9. TENDER FOR WORKS
I/We hereby tender for the execution for the Surat Municipal Corporation (herein before and
herein after referred to as "Municipal Corporation") of the work specified in the
memorandum within the time specified in such memorandum at the tendered rates
specified in schedule B (memorandum showing items of work to be carried out) and in
accordance in all respects with the specification, designs, drawings, and instructions in
writing referred to in clause 13 of the annexed conditions of contract and agree that when
materials for the work are provided by Municipal Corporation such materials and the rates to
be paid for them shall be as provided in schedule A hereto.
Should this tender be accepted I/We hereby agree to abide by and fulfill all the terms and
provisions of the conditions of contract annexed hereto so far as applicable, and in default
thereof to forfeit and pay to Municipal Corporation in office the sums of money mentioned
in the said conditions.
Receipt No. _______________dated ____________from Municipal Corporation in respect of
/ A crossed order cheque of Rs._____________ (Rupees______________________ only)
_________________________________________ in favour of the Commissioner, Surat
Municipal Corporation is herewith forwarded representing the earnest money the full value
of which is to be absolutely forfeited to Municipal Corporation should I/We not deposit the
full amount of security deposit specified in the Memorandum, in accordance with Clause 1 of
the said conditions.
The above tender is hereby accepted by me on behalf of the Surat Municipal
Deputy Municipal Commissioner (D)
Surat Municipal Corporation
01. CONTRACT AGREEMENT FORMATE FOR
NAME OF WORK :- Providing & Laying 250mm dia NP3 CLASS RCC Spigot Socket rubber ring/flush
type rubber ring joint pipe line on internal road of BHAGUNAGAR
CO.OP.HOUSING SOCIETY. F.T.P.No.127 T.P.S. No.3 (Karanj) in East (Varachha)
SURAT MUNICIPAL CORPORATION
NAME OF WORK:- _______________
Tender Amount Rs._____________ Ps.
This Agreement made on _________day of _____________________ month of year 2025 (Two
Thousand Twenty Five) between the Surat Municipal Corporation, a body Corporate and body
constituted under the Bombay Municipal Provincial Corporation Act, 1949 and having its office at
Muglisara, Surat-395 003 (hereinafter called "The Corporation" which expression shall, unless
excluded by or repugnant to the context to be deemed to include its successors and assignees) of the
First Part as presented by Deputy Municipal Commissioner (D) of Surat Municipal Corporation on
their behalf and _____________ (hereinafter called the Contractor) of the Second Part.
WHEREAS the said Contractor has tendered for Providing & Laying 250mm dia NP3 CLASS RCC
Spigot Socket rubber ring/flush type rubber ring joint pipe line on internal road of BHAGUNAGAR
CO.OP.HOUSING SOCIETY. F.T.P.No.127 T.P.S. No.3 (Karanj) in East (Varachha) Zone-A.. in his
Tender Date ________complete with specifications, conditions of contract and annexure attached to
AND WHEREAS Corporation having considered the proposal made by the Contractor and having
found the tender of the said Contractor is reasonable and adequate.
AND WHEREAS the Corporation has accepted Contractor's tender by Standing Comm. Res. No.
__________ having tender amount Rs. _____________ Ps.
AND WHEREAS Work Order has been sent to the Contractor vide ______________, DTD
___________ and contractor has furnished Security Deposit of Rs. _________________ vide
_________________ for execution of this work contract.
NOW IT IS AGREED AS FOLLOWS :
(i) That the Contractor agrees to carry out the work as per conditions of contract,
specifications, terms & conditions, rates and other condition mentioned as approved by
Standing Comm. Res. No. ____________, Dt. ___________ in favor of
(ii) That the following shall constitute the part of the contract documents.
(A) Tender Dated. _________
(B) Tender documents under reference duly filled in all respect signed and sealed by the
(C) Work Order NO. ______________, Dt.________
IN WITNESS WHEREOF the common seal of the Surat Municipal Corporation has been hereinto
affixed in the presence of Two Members of Standing Committee and the Deputy Municipal
Commissioner (D) of Surat Municipal Corporation has hereinto set his hands and sealed and
signature of _____________ has been herein to affixed this day and year of first part above written.
Signed, sealed and delivered by the said Contractor: -
I am responsible if the Contractor does not abide by the condition of this contract.
Signed and sealed by the Surety: -
Signed in the presence.
(Name with full Address)
Signed in the presence.
Executive Engineer Deputy Municipal Commissioner (D)
East (Varachha) Zone-A Surat Municipal Corporation
Surat Municipal Corporation
The common seal of the Municipal Corporation of Surat was affixed on the
________day of month of______________2025 in presence of (1) and (2) members
of the Standing Committee of the Municipal Corporation of Surat city.
Signed in the presence.
STANDING COMMITTEE,
SURAT MUNICIPAL CORPORATION.
This bond is made on day of the month of year
(Two Thousand Twenty Four) between
I/We (hereinafter called the Surety / Sureties) of the first part and the Deputy Municipal
Commissioner (D) on behalf of the Surat Municipal Corporation of Second Part.
WHEREAS the Contractor/Contractors of ___________ has/have entered into a contract with the Surat
Municipal Corporation for the works detailed below:
Name of Work Tender Amount Resolution No. & date sanctioning
Rs. Ps. contract.
Providing & Laying 250mm dia NP3
CLASS RCC Spigot Socket rubber
ring/flush type rubber ring joint
pipe line on internal road of
BHAGUNAGAR CO.OP.HOUSING
SOCIETY. F.T.P.No.127 T.P.S. No.3
(Karanj) in East (Varachha) Zone-A.
AND WHEREAS one of the conditions of the contract being that the Contractor/Contractors shall give
Surety/Sureties to the Corporation for the due fulfillment of the contract to the full value of the total
expenditure of the work.
Now THIS BOND WITNESSES and it is hereby agreed and declared as follows:
I/We Surety/Sureties hereby bind myself/ourselves responsible for the due fulfillment of the contract in
all its respects by the Contractor/Contractors and I/We do hereby agree and undertake to indemnity
and keep harmless The Surat Municipal Corporation jointly as well as severally if the
Contractor/Contractors fails/fail to carry out the whole or any part of the contract work as per the
conditions and specifications of the contract work and as agreed to between the parties to the
contract to the extent of full value of the total expenditure to be incurred in that behalf by the
Municipal Corporation provided always that the expression "The Surety / Sureties" herein before used
shall include the heirs, executors assigns or administrators of each and every person in this context.
IN WITNESS WHEREOF the Surety/Sureties and the Deputy Municipal Commissioner on behalf
of the Surat Municipal Corporation have hereunto set their respective hands this day the month of
the year Two Thousand Twenty Five.
Signed & sealed by Surety Signed in the presence.
Executive Engineer Deputy Municipal Commissioner
East (Varachha) Zone-A Surat Municipal Corporation
Surat Municipal Corporation
The common seal of the Municipal Corporation of Surat was affixed on the________ day of
month of_____________2026 in presence of (1) and (2) members of the Standing Committee of the
Municipal Corporation of Surat city.
STANDING COMMITTEE,
SURAT MUNICIPAL CORPORATION.
FOR CONSTRUCTION / ERECTION / COMMISSIONING / INSTALLATION / REPAIRS
MAINTENANCE / RENOVATION / FABRICATION OF STRUCTURE INCLUDING BUILDING
(MEANS ALL WORKS CONTRACT / TURN KEY PROJECT / 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. However, all the quoted
rates must be inclusive of GST.
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 amount actually remitted by the successful
Tenderers/ 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(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 nonpayment of the GST to the
Government may lead to the termination of contract and forfeiture of Security Deposit
/Performance Guarantee Amount.
If 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 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.
The Construction labour welfare cess shall be deducted from R.A. bill & Final of the contractor at
the prevailing rate. The current rate of labor cess is 1% of the capital amount.
Executive Engineer
East (Varachha)zone-A
Surat Municipal Corporation
13. IMPORTANT POINTS TO BE BROUGHT TO TENDERER'S NOTICE
THE TENDER MAY BE REJECTED OUTRIGHT IF THE TENDERER
A. Stipulates the validity period less than what is stated in the form or tender.
B. Stipulates his own conditions.
C. Does not quote his rates inclusive of terminal or sales tax or central taxes etc. in his rates.
D. Does not disclose the full names and addresses of all his partners in the case of partnership
E. Does not fill in and sign the tender form as well as the bill of quantities and rates, annexure,
specifications etc.
F. Does not pay the Earnest Money Deposit by Pay Order or demand draft with the PART – A:
QUALIFICATION BID of the tender.
G. Does not submit the tender before the stipulated time on the specified date in the accounts
office as directed.
14. CONDITIONS OF CONTRACT
The total Security Deposit is 4% (Four) percent of contract value and shall be as under:
The successful tenderer shall have to pay as initial security deposit at 2% (two) percent of the
tendered amount.
Initial Security Deposit (2%) shall be paid in form of Demand Draft/ Pay Order if the Tender
Amount of work is less than Rs. 2.00 crore.
Initial Security Deposit (2%) can be paid in form of Demand Draft/ Pay Order / bank Guarantee /
FDR if the Tender Amount of work is more than Rs. 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
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.
Such bank guarantee should be en-cashable at Surat.
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.
(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 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
(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
(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
(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.
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 15 days from the date of L.O.I. / Work Order than penalty at
the rate of 0.065% 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.
Initial Security Deposit ( i.e. 2% Of Tender Amount) in form of Bank Guarantee may be accepted as
per relevant tender provision, However BG shall be valid till final date of completion of work
(Whether final bill is audited and paid or not). It shall be contractor's responsibility to extent the
BG On Or Before expiry of time limit of BG.(i.e. Final date of completion of work). In case of late
renewal of BG, penalty of security deposit shall be levied at the rate of 0.065% of per day of BG
The successful tenderer shall have to enter into an agreement on a non-judicial stamp paper of Rs.
300/- if initial Security Deposite paid in form Bank Guarantee or Demand draft as per the form of
the agreement approved by the Municipal Corporation, Surat.
If initial Security deposit is paid in form of Fixed Deposit, additional stamp paper amounting @
4.90% (OR as per SMC’s prevailing rules and regulations) 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/-.
The time allowed for carrying out the work as entered in the tender shall be strictly observed by the
Contractor and shall be reckoned from the date on which the order to commence work is given to
the Contractor. The work shall throughout the stipulated period of the contract be proceeded with,
all due diligence [time being deemed to be the essence of the contract on the part of the Contractor]
and the Contractor shall pay as compensation 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 uncommented 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, 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
incomplete, provided always that the total amount of compensation to be paid under the provision
of this clause shall not exceed 01 percent of the tendered cost of the work as shown in the tender.
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 installments] or in the case of abandonment of the work owing to serious
illness or death of the contractor or any other cause, the Commissioner on behalf of the Corporation
shall have power to adopt any of the following courses, as he may deem best suited to the interest of
the Municipal Corporation.
a To rescind the contract [of which rescission notice in writing 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 forfeited and be absolutely at the disposal of the Municipal Corporation.
b To employ labour paid by the SMC and to supply material to carry out the works, or any part of
the work debiting the Contractor with correctness of which cost and price the certificate of the
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
certificate of the Executive Engineer as to the value of the work done shall be final and
conclusive against the Contractor.
c To order that the work of the Contractor be in measured up and to take such part thereof as
shall be executed out of his hands, and to give it to another Contractor to complete, in which
case any expenses which may be incurred in excess of the sum which would have been paid to
the original Contractor, if the whole work had been executed by him [as to the amount of
which excess expenses the certificate in writing of the Executive Engineer shall be final and
conclusive] be borne and paid by the original Contractor and shall be deducted from any
money due to him by the Municipal Corporation under the contract or otherwise from his
security deposit or the proceeds of sale thereof, or a sufficient part thereof.
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 having purchases or
procured any materials or entered into any engagements or made any advances on account of or
with a view to the execution of the work or the performance of the contract. And in case the
contract shall be rescinded under 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 be paid the amount so
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 be paid the amount so certified.
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 Clause 2, be
entitled to take action under Clause 3 [b] after giving the Contractor 01 days’ notice in writing and
the Contractor will have no claim for compensation for any loss sustained by him owing to such
In any case in which any of the powers conferred upon the Commissioner by clause 3 and 4 hereof
shall have become exercisable and the 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 clause or clauses hereof he
is declared liable to pay compensation amounting to the whole of his security deposit and the
liability of the Contractor for past and future compensation shall remain unaffected.
In the event of the Commissioner taking action under the sub-clause (a) or (c) of clause 3, he may, be
he so desires 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
certified 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
authorized agent require him to remove such tools, plant, materials, or stores from the premises
within a time to be specified in such notice; and 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 auction 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 sale shall be final and conclusive against the Contractor.
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 Engineer – In -Charge within 30 days from the date on which he was hindered as
aforesaid or on which the cause for asking for extension occurred and the Engineer – In -Charge 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 Engineer – In -Charge in this matter shall be final.
On the 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 Contractor 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 where 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 materials and rubbish, and dispose off the same as he thinks fit and clean off such
dirt as aforesaid; and the Contractor shall forthwith pay the amount of 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 realised by the sale thereof.
No payment shall be made for any work, estimated to cost less than Rupees one thousand, till after
the whole of the said work shall have been completed and a certificate of completion given. But in
the case of works estimated to cost more than rupees one thousand, the Contractor shall, on
submitting a monthly bill therefore be entitled to receive payment proportionate to the percentage
shown in the attached Memorandum of the part of the work 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 payments shall be regarded as payments by way or advance against the final
payments only and not as payments for work actually done and completed and shall not preclude
the Engineer-in-charge from requiring bad, unsound imperfect of unskillful work to be removed and
taken away and reconstructed, or re- erected, nor shall any such payments be considered as an
admission of the due performance of the contract or any part thereof in such 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
vary or affect the contract. The final bill shall be submitted by the Contractor within two months of
the date fixed for the completion of the work, otherwise the Engineer-in- charge's certificate to the
measurement and of the total amount payable for the work shall be final and binding on all parties.
measurement and of the total amount payable for the work shall be final and binding on all parties.
The rates for several 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 and so completed the Engineer-in-charge may make
payment on account of such items at such reduced rates as he may consider reasonable in the
preparation of final or 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,
the Engineer-in-charge may depute a subordinate to measure up the said work in the presence of
the Contractor or his duly authorized agent whose counter signature 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.
The Contractor shall submit all bills on the printed forms to be hand 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.
If the specification or estimate of the work provides for the use of any special description of
materials to be supplied from the S.M.C. 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 the 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 from
any sums then due, or thereafter to become due to the Contractor under the contract, or otherwise
from the security deposit or the proceeds of sale thereof shall be held in Government securities; the
same or a sufficient portion thereof shall in that case be sold for the purpose. All material supplied to
the Contractor shall remain the absolute property of the 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 determination of the contract shall be returned to the SMC 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.
The Contractor shall execute the whole and every part of the work in the most substantial and
workmanlike 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 expenses to make or cause to be made copies of the specifications
and of all such designs, drawings and instructions on aforesaid.
The Engineer-in-charge shall have power to make any alterations in, or additions to the original
specifications, drawings, designs and instructions that may appear to him to be necessary or
advisable during the progress of the work, and the Contractor shall be bound to carry out the work in
accordance with any 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,
then such class of work shall be carried out at the rates entered in the schedule of rates of the
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 the 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 the 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 be
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 incur any expenditure in regards thereto before the rates shall have been
determined as lastly herein before mentioned, then in such a 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 will be final.
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.
The time limit for the completion of work shall be extended in the proportion that the increase in its
cost occasioned by alterations or additions the cost of the original contract work, and the certificate
of the Engineer-in-charge as to such proportion shall be conclusive.
A. 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 herein under, 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, 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, the labour could have been employed by the Contractor elsewhere for the whole or part of
the period during which the stoppage of the work has been ordered as aforesaid.
The Contractor shall not be entitled to claim any compensation from the Municipal Corporation for
the loss suffered by him on account of delay by the Municipal Corporation in the supply of materials
entered in schedule A where such delay is caused by ---
i Difficulties relating to the supply of railway wagons and availability of Government controlled
ii Force Majored.
iii Act of God.
iv Act of the Nation's enemies or any other reasonable cause beyond the control of the Municipal
In the cause of such delay in the supply of materials 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 item shall be accepted as final by the Contractor.
The Contractor is to set out and Levi the work and will be responsible for the accuracy of the 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 the
Executive Engineer and his representatives including skilled attendance.
The Contractor is to cover up and protect the works from the weather and is to suspend all wet
operations during such weather which, in the Executive Engineer opinion, will be detrimental to the
Samples of each class of material and workmanship shall be submitted by the Contractor for the
approval of the 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 the samples.
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
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 structure 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 the Municipal Corporation.
Under no circumstances whatsoever shall the Contractor be entitled to any compensation from the
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.
If at any time before the security deposit is refunded to the Contractor, it shall appear to the
Engineer-in- charge or his subordinate in charge of the work that any work has been executed with
unsound imperfect, or unskillful workmanship or with materials of inferior quality; or that any
materials or articles provided by him for the execution of the work are unsound, or of a quality
inferior to that contracted for, or otherwise 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 then notwithstanding
the fact that the work, materials or articles complained of may have been inadvertently passed,
certified and paid for, the Contractor shall be bound forthwith to rectify, or remove and reconstruct
the work so specified in whole or 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 estimate for every day not exceeding
ten days, during which the failure so continues and in the event of any such failure as aforesaid the
Engineer-in-charge may rectify or remove and re-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.
All works under in cause 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 authorized agent shall be considered to have the same force and effect as if they
had been given to the Contractor himself.
The Contractor shall give not less than five days’ notice in writing to the Engineer-in-charge or his
subordinate in charge of the work before covering up or otherwise 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.
If the Contractor 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 it is in progress of
if any imperfection becomes apparent in it within the Defect liability period mentioned above by the
Engineer-in-charge the Contractor 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 the Engineer-in-charge shall be final] from any sum that may be due
or thereafter become due to the Contractor, or from his security deposit or the proceeds of sale
thereof or of a sufficient portion thereof.
The Contractor shall supply at his own cost all materials [except such special materials, if any, as may
be supplied from the S.M.C. Stores in accordance with the contract]. Plant tools, appliance
implements, ladders, cordage, tackle, scaffolding and any temporary works which may be required
for the proper execution of the work, in the original; altered or substituted from, and whether
included in these specification or, other documents forming part of the contract or referred to in
these conditions he is entitled to be satisfied, or which he is entitled to require together with
carriage there for, 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 of 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 there for of
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 arrangements for drinking water for the labour employed by him.
Compensation for all damage done intentionally or unintentionally or by the contractor’s laborers
whether in or beyond the limits of the Municipal property shall be estimated by the Engineer-in-
charge or such other office as he may appoint and estimates of the Engineer-in-charge subject to the
decision of the Commissioner on appeal be final and the Contractor shall be bound to pay the
amount of the assessed compensation on 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 be due or become due from the Municipal Corporation 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 and he shall also pay any damages and cost that may be awarded by the
court in consequence.
No work shall be done on Sunday/Holidays without the sanction in writing of the Engineer-in-charge.
The contract shall not be assigned or sublet without the written approval of the Engineer-in-charge,
and if the Contractor 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 attempts or attempt to do the Engineer-in-charge may, by notice in writing rescind the
contract. Also if any bribe, gratuity gift, load, perquisite, reward or advantage, pecuniary or
otherwise, shall either directly or indirectly be given, promised, or offered by the Contractor, or any
of his servants or agents to any public officer or person in the employ of the 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 by 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 Municipal Corporation and
the same consequences shall ensue as if the contract had been rescinded under clause 3 hereof and
in addition the Contractor shall not be entitled to recover or be paid for any work thereto for,
actually performed under the contract.
All sums payable by a Contractor by way of compensation under any of these conditions shall be
considered as reasonable compensation to be applied to the use of the Municipal Corporation
without reference to the actual loss or damage sustained and whether any damage has or has not
been sustained.
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.
All works to be executed under the contract shall be executed under the directions and subject to
the approval in all 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.
Except where otherwise specified in the contract the 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
specifications, drawings, designs and instructions hereinbefore mentioned and as to the quality of
workmanship, or materials used on the work, or as to any other question, claim, right, matter, or
thing whatsoever in any way arising aloof, 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.
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 items of work involved or the part of the
work in question at the same rates as are payable under this contract or such items or if the part of
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 provisions of
In the case of any class of work for which there are no such specifications as are mentioned in Rule
such work shall be carried out in accordance with the Municipal or Gujarat Government P.W.D.
specifications, and in the event of there being no Municipal or Government P.W.D. specifications,
then in such a case the work shall be carried out in all respects in accordance with the instructions
and requirements of the Engineer-in-charge.
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 construed to mean the work or works the
contracted to be executed under or in virtue of the contract, whether temporary or permanent, and
whether original, altered, substituted or additional.
Taxes and Duties on Material
All charges on account of Octroi, terminal tax or Sales tax etc. and other duties on material obtain for
the works from any source shall be borne by the Contractor. 'P' and 'C' form shall not be supplied by
the Municipal Corporation.
The bidder is advised, directed to take into consideration all the Central/State/ Local Self-
Government taxes, levies. No tax/nor any Govt. levy shall be paid extra and/or separately. However,
the deduction of Tax/Levy, if any, shall be ensured from payment due to be made time to time in
accordance with the provisions of Central/State Govt. Laws, orders issued from time to time and
remaining in force.
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. However, all the quoted rates
must be inclusive of GST.
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 amount actually remitted by the successful Tenderers/
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(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 nonpayment of the GST to the Government may lead to the
termination of contract and forfeiture of Security Deposit /Performance Guarantee Amount.
If 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 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.
The Construction labour welfare cess shall be deducted from R.A. bill & Final of the contractor at the
prevailing rate. The current rate of labor cess is 1% of the capital amount.
The Contractor 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. The Workmen Compensation policy and all the insurances
pertaining to Plant and Equipment, fire, burglary shall be in the Contractors scope. However, the
events such as earthquake and flood shall be considered as a Force Majored and relevant clauses of
the tender shall apply for the same
Quantities shown in the tender are approximate and no claim shall be entertained for quantities of
work executed being either more or less than those entered in the tender of estimate.
No compensation shall be allowed for any delay caused in the starting of the work on account of any
acquisition of land in the case of clearance work, for any delay in accordance to estimate.
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.
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 of or payment for
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 Fund.
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 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.
Payment to the Contractors shall be made by cheque drawn on any bank in Surat, provided the
amount exceeds Rs. 01. Amounts not exceeding Rs. 01 will be paid in cash.
Any Contractor who does not accept these conditions shall not be allowed to tender for works.
The work contract tax shall not be paid to the contractor.
Disputes if any, shall be discussed and mutually settled and in case of disagreement the same shall
be referred to Commissioner. After referring to Commissioner if the said dispute is not solved, the
same shall be referred to the court subject to Surat Jurisdiction only.
The following condition are being included in this tender and shall be considered as a part of tender
In case the total amount of work done is 5% less than the contract value, prorate S.D. to that extent
In case the total amount of work done is 5% less than 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.
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. 0100/- i.e. the amount of work done when it exceeds 5% of the
contract value it shall be rounded off 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.
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 finalizing the tender etc.
In such cases a fixed amount of Rs. 0100/- should be recovered from the original contract towards
the cost of advertisement and other administrative charges incurred by the department in finalizing
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.
The tender is sent to you with one set of conditions of contract, technical specification and one set of
Schedule-B with one set of drawings, please return the same duly filled in along with all the set in a
sealed cover. The mode of submission of tender shall be as indicated in tender notice
The Tender submission shall be by Registered Post A.D./Speed post/online.
Amount on account of Earnest Money should be paid in pay order or demand draft only to the
Municipal Commissioner. Earnest Money in the form of cheque will not be accepted. The
amount will be forfeited in case after his quotation is accepted, the contractor does not complete
the contract documents and pay the amount of Security Deposit of tender amount within the
specified time as mentioned in clause 1 of condition of contract, otherwise it will be refunded. The
work is to be completed within 12(Twelve) months (Excluding Monsoon)from the date of written
order to commence the work. The Insurance Company's bond will not be accepted against the
Security Deposit.
Note:- The contractor is also allowed to pay the 50% amount of earnest money in pay order or
demand draft of any Nationalized Bank payable at Surat in favor of the commissioner Surat
Municipal Corporation only and rest of 50% in form of Bank guarantee of any Nationalized Bank
located at Surat.
The contractor will quote rate, both in words and figures. The final total as per the rates quoted
above shall also be given both in words and figures.
No alteration in the form of quotation and in schedule of quantities and no additions in the shape of
special stipulation will be permitted. Quotation which do not fulfill all or any of the above conditions
or are incomplete in any respect are liable to be rejected.
The tenderer must obtain for himself on his own responsibility and at his own expense all the
information which may be necessary for the purpose of filling this tender and for entering into a
contract for the execution of the same from the office of the Executive Engineer , Surat Municipal
Corporation, Surat, during the office hours between 11:00 A.M. to 6:00 P.M. on weekdays except
Sunday & Holidays and must examine the drawings and inspect site of the work and acquaint himself
with all local conditions and matters pertaining thereto before submitting the tender.
Each of the pages (having reference for signature of the contractor) of the tender documents is
required to be signed by the person or persons submitting the tender in token of his/their having
acquainted himself/themselves with General Conditions etc., as laid down. Any tender with any of
the documents not so signed which will be rejected.
Clause 58. (Deleted)
The tender form must be filled in English and all entries must be made by hand written in ink, if any
of the documents is missing or unsigned, the tender shall be considered invalid.
The rates quoted by the contractor shall include all eventualities such as heavy rain, sudden floods,
etc. which may cause damage to the executed work or which may totally wash out the work. Until
the completion certificate is issued to the contractors, S.M.C. shall not be responsible for such
damage or wash out to the construction work.
Time is the essence of the contract. The work should be completed within 12 (Twelve) months
(Excluding Monsoon) from the date of the work order issued to the contractor to commence the
work. The successful contractor will have to give a schedule of the various items of work to be done
so that the work is completed within the stipulated time.
Rate for extra items, as far as possible will be derived from the quoted tender items where it is not
possible to do so, the same shall be carried out from the R & B S.O.R.2015-2016 and GWSSB SOR
2019-20or arrived at by adding 15% towards overhead and profits on the actual cost of labour,
material and plant and machinery input as approved by the Engineer-in-charge.
In case of delay in execution of work the penalty at the rate of 0.2% of contract value per day subject
to the maximum of 01% of the contract value, shall be payable by the contractor to the Corporation
towards compensation.
No claim for any extra or compensation for damage will be entertained on account of such variation,
except where the quantity is increased by more than 30%. No claim for any extra or compensation
for damages will be entertained on account of such variation where the quantity is decreased to any
percentage or where the item is totally deleted.
It should be noted that the contractor shall have to complete the work in stipulated time of
(Twelve) months (Excluding Monsoon)as per the terms of the contract. The Contractor shall submit
complete CPM/PERT chart and get it approved within one month of the award of the work.
The Contractor shall also arrange to obtain the license from the competent Authority under the
contract labour (regulation and abolition) Act
Before payment of final bill on completion of the work, total amount of that work done at
Before payment of final bill on completion of the work, total amount of that work done at
sanctioned rate shall be considered with the total amount of work done, had it been executed at the
sanctioned rate shall be considered with the total amount of work done, had it been executed at the
rate of second tenderer. While comparing total amount, quantity to be taken into consideration will
rate of second tenderer. 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. In case the latter is
less than the total amount of work done at sanctioned rate; than the amount of difference the two
less than the total amount of work done at sanctioned rate; than the amount of difference the two
shall be deducted from the final bill before making payment. In other words, the work when
executed shall not exceed as compared to the rate of second lowest tenderer. It may be noted that
extra items shall not be included in comparing the rates with the second lowest tenderer.
The following additional information shall be forwarded by the tenderer along with the submission
a A list of works of comparable nature executed, along with their value and time of completion.
b A list of works in hand showing the cost of the work to be completed against each with the
certificate from the Head of the office concerned.
c A list of machinery in their possession and which they will bring for the proposed work.
d Solvency certificate without which such tenders are liable to be rejected. The Solvency certificate
should be for the amount equal to 20% of the estimated value of the work.
e Every contractor shall furnish along with the tender, information regarding income-tax the circle
of the district in which he is assessed for income-tax the reference No. and year of assessment.
Acceptance of quotation will rest with the competent authority who does not bind himself to accept
the lowest and reserves the right to reject any or all quotations/tenders and no reasons will be given
for acceptance or rejection thereof. The tenderer whose quotation is accepted will have to enter into
a regular contract and abide by all rules and regulations embodied in the tender.
The tender will be liable to be rejected outright, if while submitting it ---
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.
b Any of the pages of the tender are removed or replaced.
c in the case of item rate tender, the rates are not entered in ink in figures and words and the total
of each item and grand total are not struck by the tenderer in ink in the last column of Schedule
of each item and grand total are not struck by the tenderer in ink in the last column of Schedule
`B' under his signature.
d Any errors are made by him in the tender.
e All corrections and additions or pasted slips are not initiated by tenderers.
f the tenderer or in the case of a firm each partner thereof does not sign, or the
signature/signatures is/are not attested by a witness on page of the tender in the space provided
for the purpose.
g The tenderers which do not fulfill any of the conditions of those in the printed form and those
tenders which are incomplete.
The contractor has to make all arrangements for procuring the materials required on his own work.
in case of any discrepancy with tender document the contractor may contact the Executive Engineer
(Drainage), Surat Municipal Corporation, Surat.
In view of the difficult position regarding the availability of foreign exchange, no foreign exchange
would be released by the SMC for the purchase of plant and machinery required for the execution of
the work contracted
The contractor will have to construct shed for storing valuable materials at works site having locking
arrangement. The material will be taken for use in the presence of the SMC person. No materials will
be allowed to be removed from the site of works.
Tender once accepted shall be binding on the contractor even if the formal agreement is not signed.
Tender once offered cannot be withdrawn except with the express permission of the Municipal
The successful tenderer may be required to furnish surety of 01% of the contract value on stamp
paper if so desired by the Commissioner.
For all R.C.C. works such as Footings, Columns, Beams, Slabs, Chhajjas, Pardis, Lintels, etc., a 15 cm x
15 cm x 15cm sizes test cube as per the P.W.D. Standard will have to be taken by the contractor and
as per instructions and directions of the Engineer-in-charge. These test cubes will be for 7 days and
28 days respectively. After 7 days, 28 days these test cubes will be tested in the Government
approved laboratory by the contractor at his own expense and results will be submitted directly to
the respective head of the SMC.
This tender document contains Error! Bookmark not defined. pages (Technical Bid – excluding
drawings), which should be furnished along with earnest money deposit, duly filled in and signed. No
pages can be removed from the conditions of contract, specifications of drawings, otherwise it will
be considered as an intentional fault and the tender will be liable for rejection and the amount of
earnest money deposit forfeited.
If the work executed is found to be of inferior quality OR of any substandard quality not conforming
to the specifications at any point of time during the inspection of by Engineer-in-charge or any
Higher Authority, the contract shall be terminated without assigning any reasons there off and no
payment shall be made towards the probable damages or loss caused to the contractor and
materials purchased by him for this work and no compensation whatsoever either shall be paid to
contract by Municipal Corporation.
The Successful contractor shall take "all contract risk insurance policy" for the tendered cost of
the work. "Work's man compensation policy" for all workers and labour of contractor and clients
working at site and "Third party insurance policy" to fully cover all third party type risk for the whole
contract i.e. Construction, supply, installation, testing and commissioning and Operation &
maintenance of sewage treatment plant. The insurance policy so taken by the contractor for such
purpose shall be in the joint name of the contractor and the client and the policy shall be
deposited with the clients.
The Contractor should note that the conditional tenders shall be out rightly rejected.
Out of the amount payable/creditable to contractor's account, the Central Government/State
Government tax/taxes shall be deducted at source in accordance with the relevant laws/rules from
time to time prevailing.
Surat Municipal Corporation shall not provide `C' or 'D' Form for tax purposes.
No price variation or escalation shall be paid to the contractor.
The final bill shall be paid only after two month of completion the total work.
Special Clause regarding EPF act 1952 and payroll and muster roll.
All the applicant contractors are required to have their own employer code number under EPF Act,
1952 and are required to comply the applicable provisions of said statute regularly and totally.
Further the contractors for services are required to produce the certified copies of related
documents in respect of employees/workers employed by said contractor in respect of work allotted
by Surat Municipal Corporation.
All the prevailing rules regarding labours, PF, Insurance etc. shall be followed by contractor and he
shall be solely responsible for compliance of same. If be needed documents shall be submitted for
Liaisoning with any Government- Semi Government Body Etc. public / private sector should be in the
scope of Supplier/ Tenderer for related tender material.
Executive Engineer
East (Varachha)zone-A
Surat Municipal Corporation
Signature Of The Contractor
15. SCHEDULE - A
CEMENT AND STEEL :
Surat Municipal Corporation shall not issue cement and reinforcement steel to be used for
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 Ambuja, Sanghi, Hathi, Sidhdhi, JK Laxmi, Wonder and
Ultrateck confirming to IS 12269/87 (with its latest amendments) of OPC grade only.
Approved make of Fe 500 reinforcement steel : TATA, SAIL, RINL, JSW Steel. If Steel
purchased from J.S.W. Steel ltd. than purchase bill / testing certificate of that product shall
be obtained from company itself and the name of the contractor / work shall be appeared
on the bill / testing report.
Any of the above mentioned brands of Cement and Reinforcement steel shall only be used
by the contractor at the time of execution.
The cement content shall be between maximum and minimum values for various grades of
controlled concrete as specified in the IS 456 : 2003 and its latest amendments below:
Concrete Grade Minimum Max. W/C Ratio
For concrete with volumetric / nominal mix and other items with use of cement the same
shall be as per prevailing Surat Municipal Corporation standards
WASTAGE OF CEMENT AND REINFORCEMENT STEEL :
As the contractor is to bring the cement and steel, the question of considering the wastage
on the basis 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 theoretical
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 TMT bar as mentioned in IS code No.
The steel consumption lesser than 7.5% of the standard consumption shall be penalized at
the double existing corporation issue rate or the prevailing market rate, whichever is more.
Similarly, for cement also, the lesser consumption beyond 5% shall be penalized at the
double existing corporation issue rate or the prevailing market rate, whichever is more.
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, 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.
Price Variation for Cement, Steel brought by Contractor :
Surat Municipal Corporation shall not issue cement and reinforcement steel to be used for
this work and No price variation for Cement and steel shall be paid by SMC.
Executive Engineer
East (Varachha)zone-A
Surat Municipal Corporation
Signature Of The Contractor.
16. SCHEDULE - B
AS PER SEPARATE PRICE BID uploaded
1. All works shall be carried out as per Government of Gujarat's P.W.D. Handbook and our
specifications contained in this document and as directed.
2. The Schedule of Quantities and Rates are to be read for the purpose of pricing in conjunction
with instructions of tenderer, technical specifications, drawings and General conditions for
contract for Civil works.
3. The price quoted in the summary of costs, sheets of schedule of quantities and rates shall be of
all-inclusive value for the work described including all costs and expenses which may be required
in for the execution of the work described together with all general risks, liabilities and
obligations set forth or implied in the document on which the tender is based.
4. The quantities furnished are approximate. In the event of actual quantities varying from those
furnished herein below or items deleted or added, the percentage (Plus/Minus) quoted for the
entire work shall remain, firm and no extra claims in this respect will be entertained. The
payment shall be made based on the actual quantities executed for the completion of work.
5. All works shall be carried out strictly as per detailed specification whether actually specified or
not. If not specified, as per directions of owner/Engineer-in-charge.
6. Percentage (Plus/Minus) quoted by tenderer shall be firm even if the contract is split.
7. Percentage (Plus/Minus) and the total amount entertained in the summary of cost, sheet of
7. Percentage (Plus/Minus) and the total amount entertained in the summary of cost, sheet of
schedule of quantities and Rates shall be written in ink and shall be entered both in figures and
8. Detailed specifications of items of work are described under section Detailed Technical
Specification for each item of schedule of quantities and Rates. The section gives guidelines to
the reference of relevant clauses of specifications and mode of measurement. Tenderer shall
read this in conjunction with other technical specifications and quote accordingly.
9. The measurements shall be as described in the detailed Technical specification of items of work,
all measurements being not in accordance with the drawings with no allowance for waste.
10. If Tenderer need any clarifications, they should obtain the same in writing from Owner /
Engineer-in-charge. No notice will be taken of any verbal discussion in such matters.
11. Rates quoted include clearance of site (prior to commencement of work and at its close before
handing over) in all respects and hold good for work under all conditions, site, moisture, weather
Sq.mt. Square Meters
Cu.mt. Cubic Meters
R.Mt. Running Meters
R.C.C. Reinforced Cement Concrete
M.T. Metric Tonne
M.D. Meter Depth
M.S. Mild Steel
I.S. Indian Standard
D.I. Ductile Iron
Executive Engineer
East (Varachha)zone-A
Surat Municipal Corporation
Signature Of The Contractor.
17. IMPORTANT INSTRUCTION TO TENDERER
Specimen Signature of the Contractor
AFFIX LATEST PASSPORT SIZE PHOTOGRAPH OF ALL PARTNERS IN CASE OF PARTNERSHIP AGENCY
Specimen signature of all partners in case of partnership agency.
i. __________________________ Submission of Registered
ii. __________________________ Agreement is compulsory
iii. __________________________ in case of partnership agency.
3. Submission of income tax clearance certificate of last three years is compulsory for tenderer
submitting agency.
4. Submission of sale tax certificate, with proof of residence is compulsory for tenderer.
5. In case of Government royalty applicable to tenderer, it is compulsory to submit a receipt of
royalty payment with tender.
6. The Photograph and specimen signature of contractor will be cross checked, whenever
contractor receives payment in account section of SMC.
7. The specimen signature of contractor will be cross checked by Account Department of SMC, in
case of representative of Contractor along with letter of authority of a person who signed an
agreement, receives payment.
8. All partners of tenderer should put their specimen signature at the relevant places in the
tender. A Passport size photograph of all partners who have signed the tender shall be affixed in
The successful tenderer shall be required to execute necessary agreement where in the same
partners shall put on their signatures.
Executive Engineer
East (Varachha)zone-A
Surat Municipal Corporation
Signature of the Contractor
18. MEMORANDUM OF WORKS:
I / We __________________________ the undersigned do hereby tender for carrying-out the work
described in the schedule subject to the conditions annexed in Schedules attached herewith in
tender documents.
1. General Description of work : Providing & Laying 250mm dia NP3 CLASS RCC Spigot
Socket rubber ring/flush type rubber ring joint pipe line
on internal road of BHAGUNAGAR CO.OP.HOUSING
SOCIETY. F.T.P.No.127 T.P.S. No.3 (Karanj) in East
(Varachha) Zone-A.
2. Estimated Cost : Rs.
3. Earnest Money Deposit : Rs.
EMD shall be paid 010% in form of crossed Demand
Draft/Pay Order of Nationalized Bank payable at Surat.
4. Security Deposit : Rs.
Pay order or F.D.R. or D.D or. 2% of Tender Amount (Shall be released after clearance of
Bank guarantee of any Final bill by Audit Dept.)
Nationalized Bank
To be deducted from Running 2% (Shall be released only after clearance of Final bill by
Bill Audit Dept. & completion of defect liability period)
5. Time Limit : 12(Twelve) months (Excluding Monsoon )
6. Penalty for delay : 0.2% (Zero Point Two percent) of the contract price per
day, maximum up to 01% (Ten percent) of the Tender
7. The progress of work should : 15% of the work in 25% of the time.
confirm to 35% of the work in 50% of the time.
66% of the work in 75% of the time
010% of the work in 010% of the time.
However, it shall be revised and modified subjected to
various factors affecting progress of the work.
8. Percentage to be retained : Additional 5% of Total work done (Shall be released at
from running account bills the time of final bill)
9. Defect Liability Period : 12 Months (Twelve Months)
01. Water charge : As per 19.1.3 of Special conditions of contract
Executive Engineer
East (Varachha)zone-A
Surat Municipal Corporation
SIGNATURE OF THE CONTRACTOR.
19. SPECIAL CONDITIONS OF CONTRACT
1. GENERAL CONDITIONS :
1.1 Location of site & accessibility
i The project site is located within the jurisdiction of SMC.
ii Service roads are laid within and up to the site of the work. These will be available to the
contractor subject to any limitations imposed by SMC.
iii The contractor shall have to obtain tokens for himself and obtain gate passes for removing
any of his materials outside the premises. The contractor’s person’s entry and exit will be
by main gate only.
iv Non-availability of access roads or railway siding or permits for entry of vehicles and
equipment at any specific area shall in no case be the cause to condone any delay in the
execution of the works or be the cause for any claims or extra compensations.
1.2 Scope of Work
This tender enquiry covers, Providing & Laying 250mm dia NP3 Class RCC Spigot Socket rubber
ring/flush type rubber ring joint pipe line on internal road of Subhashnagar society , F.P.No.76 T.P.S.
No.53(Magob-Dumbhal) in East (Varachha) Zone-A. The piping layout of scheme is shown in
The schedule of quantities is given separately in tender. The broad scope of work is as follows and
shall be carried out strictly in accordance with specifications and instructions of Engineer-in-charge
issued from time to time. The contractor shall provide all necessary materials equipment, labour etc.
for the execution and maintenance of work till completion unless otherwise mentioned in the tender
documents. All materials that go with the work shall be approved by the Engineer in charge prior to
procurement and use.
Manufacture, testing and delivery of RCC NP3 and NP4 pipes shall be manufactured from
ordinary portland slog cement or portland slag cement.
Excavation of trenches and pits for laying of pipes and construction of manholes,
ventilating column etc., in all kinds of soil / soft rock etc., including dewatering whenever
and wherever for the work under this contract is necessary and back filling including
compacting as per item specification. Excavation of asphalt pavement of any thickness
including demolishing the asphalt carpet, metal, soling etc. complete with stacking the
materials. Excavation for PCC, granular bedding and CC bedding shall be paid as per
relevant excavation depth.
Providing and laying granular bedding or CC bedding as per item description and tender
specifications.
Laying of R.C.C. pipes including lowering, handling transportation where necessary and
jointing the same with C. M. (1:1)
Construction of Manholes, ventilating column etc. as specified in item.
Testing R.C.C. pipes and manholes for ascertaining water tightness.
Laying of RCC pipes in higher depth shall be laid with the help of gabion, rubble filling
etc. as directed.
Any and all other works indicated and considered necessary for the execution of this
work whether or not specifically mentioned or called for.
Any type of service utilities such as electrical, telephone, any other cables damaged or
disturb should be put in use at the cost of contractor. No payment will be given for such
damages by SMC.
MS Pipe pushing below road
1.3 Water Supply & water charges
The contractor shall be allowed to make arrangement for necessary construction water in two ways.
a) The contractor can make its own arrangement of water supply through private boreholes or
through tankers. However, the contractor shall be required to inform Surat Municipal
Corporation within 30 days of starting of the work and shall have to produce necessary test
certificate that confirm the construction water grade as per relevant IS.
b) If contractor wishes to use the Municipal water for construction purpose, he/she shall have to
apply to get the water connection through license plumber from relevant zone office. He shall
have to bear all the cost towards getting water connection. The contractor shall be liable to pay
all the charges as per the prevailing rules and regulation of Surat Municipal Corporation for
making use of water. Further, the contractor shall have to produce the copy of payment of water
charges bill to the undersigned, otherwise 3% of the water charges shall be deducted from his
Where, the water supply network is not available, the contractor may borrow the tanker from any of
the municipal water distribution center on the payment of necessary water charges, as per the
prevailing rules and regulation.
Most importantly, the contractor shall be responsible for disconnecting the water connection on
completion of work and shall have to inform the department accordingly.
If Municipal mains are not available nearby the contractor shall have to make his own arrangement
at his cost for water required for construction purpose.
Exemption for water charges shall be granted if contractor makes its own arrangement of water
supply. Contractor has to inform within 30 days of staring of work for its own arrangement of
1.4 Electric Supply for construction purpose.
The contractor shall make his own arrangements at his own cost for electric supply required
for operating various plants and machineries required for the work and for general lighting
purpose for site, office, labour colony etc. The energy bills shall also be paid by the
2. SUBMISSION OF TENDER :
Tender must be submitted in original and without making any additions, alterations and as
per details given in other clauses given here under. The requisite details shall be filled in by
the contractor in the tender documents. The item rates shall be filled in the given schedules
in this tender and bills of quantity should be clearly brought out in a separate letter.
Addenda / corrigenda to this tender documents, if issued must be signed and submitted
along with Tender Fee, EMD and other documents in hard copy also.
The tenderer should write clearly the revised quantities in Bills of Quantity of tender
documents and should price the work based on revised quantities when amendments for
quantities are issued in addenda.
The Tenders as submitted will consists of the following:
i Complete set of tender documents as sold duly filled in and signed by the tenderer as prescribed
in different clauses of the tender documents.
ii Declaration showing all works as similar types and magnitudes carried out and on hand with the
contractor and the value of works that remains to be executed in each case must accompany the
iii Solvency Certificate of Nationalized / Schedule Bank of an amount of 20% of the estimated cost
will have to be produced by the Contractor.
iv Demand draft or pay order for earnest money deposit must accompany the tender. Tenderer may
pay earnest money in the form of a CROSSED DEMAND DRAFT of a Nationalized / Schedule bank
drawn in favor of the Municipal Commissioner. Earnest money by cheque shall not be accepted.
v The contractor shall have to furnish Income Tax Clearance Certificate before his tender is
accepted and intimate Assessment No. & Ward under which he is assessed.
vi Tenderer should submit the True Copy of the Certificate of Registration along with the tender
without which the tender will not be considered.
All pages to be initialed
All signatures in tender documents shall be dated as well as all the pages of the sections of tender
documents shall be initialed at the lower right-hand corner and signed wherever required in the
tender papers by the tenderer or by a person holding power of attorney, authorizing him to sign on
behalf of the tenderer before submission of tender.
Rates to be in figures & words
The tenderer shall quote in English both in figures as well as in words the percentage rate in
annexure /schedules.
Corrections & Erasures
All corrections and erasures in the entries of tender papers will be signed in full by the tenderer with
date. No erasures or over-writings are permissible.
Discrepancies & Adjustments of Errors
Any error in quantity or amount in schedule `B’ showing items of works to be carried out shall be
adjusted in accordance with the following rules ---
a. In the event of a discrepancy between description in words & figures quoted by a tenderer in
the `rates’ column, the descriptions in words shall be prevailed.
b. in the event of an error occurring in the `amount' column of the schedule `B' showing items
of works, as a result of wrong multiplication of the unit rate and quantity, the unit rate shall
be regarded as firm and multiplications shall be amended on the basis of the rates.
c. All the errors in totaling in `amount’ column and in carrying forward totals shall be corrected.
d. Any rounding off of amounts against `items' or in `totals' shall be ignored.
The tendered sum so altered shall, for the purpose of the tenders be substituted for the sum
originally tendered and considered for acceptance.
Signature of Tenderer
The tender shall contain the name, residence and place of business of person or persons making the
tender and shall be signed by the tenderer with his usual signature. Partnership name by all the
partners or by duly authorized representative followed by the name and designation of the person
signing. Tender by a corporation limited company shall be signed by an authorized representative
and a power of attorney in behalf shall accompany the tender. A copy of the constitution of the firm
with the name of all the partners to be furnished.
Details of Experience
The tenderer should enclose documents to show that he has previous experience in having
successfully completed in the recent past works of this nature, together with the names of owners,
location on sites and values of contracts.
4. TRANSFER OF TENDER DOCUMENTS
Transfer of tender documents purchased by on intending tenderer to another is not permissible.
The validity period of the tender submitted for this work shall be of One hundred and twenty
calendar days (120 days) from from Price Bid Opening for this work 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 modification or addition in the
terms & conditions of 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.
6. ADDENDA/CORRIGENDA
Addenda/Corrigenda to the tender documents may be issued prior to the date of opening of tenders
to clarify documents or to effect modifications in the design or contract terms. All
addenda/corrigenda issued shall become part of tender.
7. RIGHT TO OWNER TO ACCEPT OR REJECT TENDER
The right to accept the tender will rest with the S.M.C. The S.M.C., however, does not bind itself to
accept the lowest tender, and reserves to itself the authority to reject any or all the tenders received
without assigning any reason whatsoever. Tenders in which any of the particulars and prescribed
information are missing or are incomplete in any respect and/or the prescribed condition are not
fulfilled are liable to be rejected.
In addition to the above, the tender will also be liable to be rejected outright if ---
i. the tenderer proposes any alterations in the works specified or in the time allowed for carrying
out the work or any condition or correction made in any code or mode of schedule `B' or
specifications.
ii. Any of the page or pages of the tender is/are removed or replaced.
iii. All corrections, additions or pasted slips are not initialed by the tenderer.
iv. The tenderer or in the case of a firm, each partner or person holding the power of attorney
thereof does not sign or the signature(s) is/are not attested by a witness.
8. RETENTION MONEY
As per memorandum. This amount will be deducted progressively from each running bill of the
contract by the SMC the above referred retention money will be released on virtual completion of
work in the final bill.
9. COLLECTION OF DATA TENDERERS' RESPONSIBILITY
The tenderer shall visit the site and acquaint himself fully of the site and no claims whatsoever will
be entertained on the plea of ignorance or difficulties involved in execution of work or carriage of
10. SIGNING OF THE CONTRACT
The successful tenderer shall be required to execute an agreement in the proforma attached with
the tender documents within fifteen days of the receipt by him of the notification of acceptance of
tender. In the event of failure on the part of the successful tenderer to sign the agreement within the
above stipulated period, appropriate action may be taken against successful tenderer.
11. CO-ORDINATION OF WORK
The Engineer-in-charge shall co-ordinate the works of various agencies engaged at site to ensure
minimum disruption of work carried out by different agencies. It must be the responsibility of the
contractor to plan and execute the work strictly in accordance with site instructions to avoid
hindrance to the work being executed by other agencies.
12. INTERPRETATION OF CONTRACT DOCUMENTS
Except if and to the extent otherwise provided by the contract, the provisions of the General
Conditions of Contract and special conditions shall prevail over those of any other documents
forming part of the contract. Several documents forming the contract are to be taken as mutually
explanatory, should there be any discrepancies, inconsistencies, errors or commissions in the
contracts or any of them, the matter may be referred to the Engineer-in-charge who shall give his
decisions and issue to the contractor instructions directing in what manner the work is to be carried
out. The decision of the Engineer-in-charge shall be final and conclusive, and the contractor shall
carry out the work in accordance with this decision.
Works shown upon the drawings but not mentioned in the specifications or described in the
specifications without being shown on the drawings shall nevertheless be held to be included in the
same manner as if they had been specifically shown upon the drawings and described in the
specifications.
The various documents forming the contract are the essential parts of the contracts and a
requirement occurring in one is as binding as though occurring in all, they are intended to be
mutually explanatory and complementary and to describe and provide for a complete work.
ii in the event of any discrepancies, the various documents forming the contract or in any one
document, the following order of precedence should apply
a] Dimensions & quantities ---
ii Schedule `B' of the tender form.
On drawings, figures, dimensions, unless obviously incorrect will be followed in preference to shown
b] Description ---
i Schedule `B' of the tender form
iii Specifications
In case of defective description or ambiguity, the Engineer-in-charge should issue further
instructions/ directions in what manner the work is to be carried out, it being understood that the
best modern practice is to be followed. The contractor should forthwith comply with such
The contractor should take no advantage of any apparent error or commission in drawings or
specifications and the Engineer-in-charge shall make such corrections and interpretations as
necessary to fulfill the intent of the plans and specifications.
13. FORCE MAJEURE
Any delays in or failure of the performance of either part hereto shall not constitute default
hereunder or give rise to claims for damages, if any, to the extent such delays or failure of
performance is caused by occurrences such as Acts of God or the public enemy; expropriation or
confiscation of facilities by Government authorities, compliance with any order or request of any
Governmental authorities, acts of war, rebelling or sabotage or fires, floods, explosions, riots or
illegal strikes. The contractor shall keep records of the circumstances referred to above and bring
these to the notice of the Engineer-in-charge in writing immediately on such occurrences.
14. FORFIETURE OF RETENTION MONEY
Whenever any claim against the contractor for the payment of a sum of money arises out of or under
the contract, the S.M.C. shall be entitled to recover such sum by appropriating in part or whole of
the retention money of the contractor. In case, the retention money is insufficient or if no retention
money has been taken from the contractor, then the balance or the total sum recoverable, as the
case may be, be deducted from any sum then due or which at any time thereafter may become due
to the contractor. The contractor shall pay on demand any balance remaining due.
15. NO COMPENSATION FOR ALTERATION IN OR RESTRICTION OF WORK
If at any time after the commencement of the work, the corporation shall for any reason whatsoever
not require the whole or part thereof as specified in the tender to be carried out, the Engineer-in-
charge shall give notice in writing of the fact to 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 the execution of the work in full, but which he did not derive in consequence of the full
amount of the work not having been by reason of any alterations having been made in the original
specifications, drawings, designs and instruction which shall not involve any curtailment of the works
as originally contemplated.
16. 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 Corporation.
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.
17. DRAWINGS TO BE SUPPLIED BY THE CORPORATION
The tender purpose drawings attached herewith
The detailed construction drawings shall be issued by the S.M.C. progressively during construction.
18. SETTING OUT WORKS
The Engineer-in-charge shall furnish the contractor with only the four corners of the work site and a
level bench mark and the contractor shall set out the works and shall provide an efficient staff for
the purpose and shall be solely responsible for the accuracy of such setting out.
19. RESPONSIBILITY FOR LEVEL & ALIGNMENT
The contractor shall be entirely and exclusively responsible for the horizontal and vertical alignment,
the level and correctness of every part of the work and shall rectify any errors or imperfections
therein. Such rectifications shall be carried out by the contractor at his own cost, when instructions
are issued to that effect by the Engineer-in-charge.
20. DISCREPANCIES BETWEEN INSTRUCTIONS
Should any discrepancy occur between the various instructions furnished to the contractor, his
agents or staff, or any doubt arises as to the meaning of any such instruction or, should there be an
misunderstanding between the contractor's staff and the Engineer-in-charge's staff, the Contractor
shall immediately report the matter in writing to the Engineer-in-charge whose decision thereon
shall be final and conclusive and no claim for losses alleged to have been caused by such
discrepancies between instructions, doubts or misunderstanding shall in any event be admissible.
21. INSPECTION OF WORK
The manufacturer shall have to inform S.M.C. at least before 15 days regarding readiness of the lot
of pipes. Representatives from S.M.C. and / or Third Party Inspection (TPI) Consultant / Project
Management Consultant (PMC) (if any) will visit the work site, manufacturer's factory for
testing/inspection of the pipes. The manufacturer shall have to make all necessary arrangements for
testing/inspection. All the charges towards testing/inspection including travelling charges of S.M.C.
and / or Third Party Inspection (TPI) Consultant / Project Management Consultant (PMC)
representatives shall be borne by the manufacturer/contractor.
The Engineer-in-charge and/or Third Party Inspection (TPI) Consultant/ Project Management
Consultant (PMC) representative will have full power and authority to inspect the works at any time
wherever in progress, either on the site or at the Contractor's premises/workshops wherever
situated, premises/workshop of any person, firm or corporation where materials are being made or
are to be supplied, and the contractor shall afford or procure for the Engineer-in-charge and/or Third
Party Inspection (TPI) Consultant/ Project Management Consultant (PMC) representative every
facility and assistance to carry out such inspection. 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 and/or Third Party Inspection (TPI) Consultant/ Project Management Consultant (PMC)
representative to visit the works 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
the purpose. Orders given to the Contractor's agent shall be considered to have the same force as if
they had been given to the Contractor himself.
22. TESTS FOR QUALITY OF WORK
All workmanship shall be of the respective kinds described in the contract documents and in
accordance with the instructions of the Engineer-in-charge and shall be subjected from time to time
to such tests at Contractor’s cost as the Engineer-in-charge may direct at the place of manufacture or
fabrication or on the site or at all or any such places. The Contractor shall provide assistance,
instruments, labour and materials as are normally required for examining, measuring and testing any
workmanship as may be required and selected by the Engineer-in-charge.
23. THE CORPORATION MAY DO PART OF THE WORK
Upon failure of the Contractor to comply with any instructions given in accordance with the
provisions of this contract, the Corporation has the alternative right, instead of assuming charge of
entire work, to place additional labour force, tools, equipment and materials on such parts of the
works, as the Corporation may designate or also engage another Contractor to carry out the work. In
such cases, the Corporation shall deduct from the amount which otherwise becomes due to the
Contractor, the cost of such work and materials with 01% added to overall departmental charges and
should the total amount thereof exceed the amount due to the Contractor, the Contractor shall pay
should the total amount thereof exceed the amount due to the Contractor, the Contractor shall pay
the difference to the Corporation.
24. The Corporation shall not accept any offer submitted by the contractor on its own design. It
should be specifically noted that wherever bank guarantee is required to be submitted, it should
be from Nationalized Banks only.
25. Contractor to note that SMC shall appoint Project Management Agency /Third Party Agency for
the supervision / inspection of the work and contractors are obliged to work under them.
However, decision of SMC shall be final.
26. CONTROLLED MATERIALS (ESSENTIALITY CERTIFICATE) :
I. As regards controlled materials, the corporation will help to arrange for the permit as far as
possible and help the contractor in securing the same. All incidental charges not within
procuring these materials shall be borne by the Contractor himself. Though the Corporation
will help to manage 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 calendar month, the
monthly returns in the prescribed forms as to the receipt and actual use of the controlled
materials during the months.
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 representative(s) desire(s).
27. PROCEDURE OF MEASUREMENT/BILLING OF WORK IN PROGRESS FOR EXTRA ITEMS :
All measurements shall be in metric system as specified by joints measured by the representative of
the Engineer-in-charge and the Contractor's authorized agent progressively. Such measurement will
be got recorded in the measurement book by the Engineer-in-charge or his authorized
representative and signed in token of acceptance by the contractor or his authorized representative.
All works shall be measured by standard measure and accordance to the rules and custom of the
Public Works Department without reference to any local custom.
The measurements of work will be taken according to the usual methods in use in the Public Works
Department and no proposals to adept alternative methods will be accepted. The Engineer-in-charge
decision as to what is the usual method is use in the Public Works Department will be final.
The rate of any extra item or miscellaneous item to be executed shall be as per Government R&B
SOR 15-16, Surat / G.W.S.S.B.,S.O.R. 2019-20 rate (+) plus or (-) minus percentage or lower stated in
28. ACCIDENT LIABILITIES :
The Contractor shall be solely responsible for all liabilities under workman compensation act, as
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 Contractor shall indemnify client, against all loses/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.
c) During Execution of this tender, the tenderer must strictly follow "The Prohibition of
Employment as Manual Scavengers and Their Rehabilitation Act-2013", "The Prohibition of
Employment as Manual Scavengers and Their Rehabilitation Rules-2013", Supreme Court
Judgment for writ petition (Civil) No. 583 of 2003, Government Guidelines for working of Manual
Scavengers etc. Failing which Tenderer/Contractor shall be prosecuted as per the prevailing
Rules/Laws/Regulations.
29. INSURANCE :
The Contractor shall take "All Contract Risk Insurance Policy" for the estimated / Tender cost
(whichever is more) 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
30. Contractors shall have to use maximum machinery for the work as per the direction of Engineer-
31. If possible, space for stacking the surplus excavated earth will be provided by SMC. Otherwise
the contractor shall arrange for the same at no extra cost to SMC.
32. DEFECTS LIABILITY PERIOD
The defects liability period as defined in General Conditions of Contract, shall be 12 months from the
date of work completion.
For the failure of the contractors in the matter of guarantee, testing, trial run, performance,
commissioning and handing over and meeting the defects liability, the owner shall have the full right
to make necessary recovery from security deposit as may be necessary.
33. TERMS OF PAYMENT
Billing for the job executed, would be done progressively according to the rules and practice
followed by SMC.
34. The option for selection of the Make/product/Brand shall rest with Surat Municipal Corporation,
i.e. the contractor shall have to supply the materials, equipment, plants of a make as approved by
the Surat Municipal Corporation.
Income tax at the rate of 2% (or at the prevailing rate) on the gross amount billed shall be deducted
from the contractor’s bills as per section 194C of the Income Tax Act and relevant rules/laws from
time to time prevailing.
36. INCOME TAX CLEARANCE CERTIFICATE
Attested copy of the latest income tax clearance certificate in the Performa prescribed by the
Government of India should accompany the tender. The I.T.C. Certificate should be in the name of
the firm/individual, quoting for the tender.
37. Wherever mentioned in the tender document, "Q.R.O." or “0” quantity means Quote Rates only
and "B.O.Q." means Bill of Quantities.
38. No compensation of any item shall be paid in case any of the item is omitted i.e. not executed at
39. Responsibility of clear Construction and Demolition Waste (C.D. Waste)
It shall be sole responsibility of contractor to clear construction and Demolition waste (C. D. waste)
by their own risk and cost. The contractor shall ensure that their site must be clear in all respect by
disposing C. D. Waste generated during the work. If it’s found that contractor is irregular and
showing negligence to dispose C. D. Waste, then Surat Municipal Corporation is empowered to
disposed the said C. D. Waste through Surat Municipal Corporation Authorized C. D. waste
Contractor/ agency. All the necessary expenditure made towards disposal of this C. D. Waste shall be
recovered from the contractor along with the administration charges and penalties. The Contractor
shall have to dispose off Construction & Demolition waste at SMC suggested place/ site as per norms
of SMC. Otherwise SMC will dispose the waste & charges decided by SMC will be recovered from
40. As a part of tender, the contractor shall have to carry out GIS mapping for project, as directed by
engineer in charge. The contractor shall have to submit the certificates of concern GPS operator/
Lab or as directed by Engineer in Charge. All the expenditure/ Fees etc. for the GPS mapping shall
have to be borne by the contractor. No extra payment shall be made for this.
41. Rate Quoted by bidder shall be inclusive of all taxes and GST as per prevailing rules applicable.
Executive Engineer
East (Varachha)zone-A
Surat Municipal Corporation
Signature Of The Contractor.
20. ADDITIONAL INSTRUCTIONS TO THE TENDERERS
(For East (Varachha) Zone-A Works only)
1. The work shall have to be started by the contractor at as many places as ordered by the Executive
2. Cement required for construction purpose for this work shall be supplied by the contractor at his own
3. The fire wood, white zink, sand, bricks, reinforcement steel, metal, gravel, manhole frame cover, rubber
packing, nuts, bolts etc. required for the work shall be provided by the contractor at his own cost.
4. The contractor will have to construct shed for storing controlled and valuable materials like cement and
other materials etc. purchased by the contractor or supplied by the department. The material will be taken
for use in the presence of the Department person. No materials will be allowed to be removed from the
5. The contractor shall have to keep chowkidar and red lights (of a proper size) during night on open trenches
during the progress of the work and until the trench or pit is completely refilled. Proper barricading shall
be provided by the contractor to avoid accident during day and night time. Red flags road closing board
etc. and such other precautionary measures shall have to take by the contractor. If the contractor fails
carry out the above precautionary measures, Hydraulic Engineer shall engage, even without giving a notice
to the contractor wherever the situation demands quick action for the chowkidar, places, necessary red
lights and manage to guard the trenches all the expenditures so incurred shall be recovered from the
contractor form his bill or deposit. The contractor will have no right to dispute the action taken by the
Executive Engineer.
6. The contractor shall always have to inform the Electricity Co., Telephone and Telegraph office and Gujarat
Gas Office or any other concern agencies before starting the excavation work.
7. 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 Municipal Corporation which ever may be.
8. It shall be the responsibility of the contractor to guard the cables etc. mentioned above wherever they
exposed in an open trench and any damage done to then from what so ever reasons shall be made good at
the risk cost of the contractor.
9. The trench excavated for the work shall be properly barricaded. Proper signals and caution, red flags, ares
lamps etc. shall be displayed on both end of the trench and at every crossing and at suitable distance
wherever found necessary. Similarly to avoid any accident the red lamps of proper size shall be displayed
so as to make visible the danger or main road to distance at night. If accident occurs for want of sufficient
precautionary measures the entire responsibility is of the contractor only.
Contractor shall have to provide wooden planks etc., reasonable distance on the trench, for the purpose of
crossing the trench for the public. The materials also shall be kept site in such away so that they may not
cause any inconvenience to the traffic and passerby.
10. In case for want of necessary materials or the holding of any public function, marriage ceremonies,
procession etc., If the order is issued to the contractor to fill up the trench to stop the progress of the work
or to delay the begging of excavation of the work at any stage in any locality or localities he shall have to
comply with such orders shall given no compensation for such delay and or stoppage of work.
11. 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 the fails to rectify the defect Executive Engineer after giving due notice shall rectify the defect
at the risk and cost of the contractor.
12. After the pipeline is laid and before refilling the trench in the materials used in the line shall be checked
and noted in the presence of Executive Engineer or his Assistant and the contractor or his authorized
representatives. After refilling the trenches surplus excavated earth should be carted and the road surface
should be scraped and cleaned by the Contractor at his own cost, as directed by the Engineer-in-charge.
13. The surplus excavated earth, after backfilling the trenches shall have to be removed from the site and
carted as directed by Engineer In Charge. However, surplus earth will be property of SMC.
After compaction and consolidation, if any short fall of earth is found then contractor has to bring the
same to the required quantity and quality in order to meet shortfall at his own cost. Moreover, 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.
14. No compensation shall be paid if the work is stopped due to defective work or as per the instruction from
Engineer-in-charge due to any reasons.
15. The contractor shall have to use his own tools, plants and machinery required for these works.
16. In no case price escalation or price variation clause shall be entertained to contractor.
17. No advance payment of mobilization advance or payment against procurement shall be made
18. S.M.C. shall not be responsible for any wastage of material. All wastage shall be \accounted on the part of
the contractor. No payment for such wastage shall be made.
19. Surat Municipal Corporation will not give any amount of interest in case of delayed payment of running
bill, final bill or any arise by the contractor.
20. In view of the different position regarding the availability of foreign exchange, no foreign exchange would
be released by Department for the purchase of plants and machineries required for the execution of the
work contracted for.
21. During Execution of this tender, the tenderer must strictly follow "The Prohibition of Employment as
Manual Scavengers and Their Rehabilitation Act-2013", "The Prohibition of Employment as Manual
Scavengers and Their Rehabilitation Rules-2013", Supreme Court Judgment for writ petition (Civil) No.
of 2003, Government Guidelines for working of Manual Scavengers etc. Failing which Tenderer/Contractor
shall be prosecuted as per the prevailing Rules/Laws/Regulations.
SIGNATURE OF THE CONTRACTOR :- Executive Engineer
ADDRESS :- East (Varachha)zone-A
DATE :- Surat Municipal Corporation
21. GENERAL SPECIFICATIONS
All the items occurring in the work and as found necessary during actual execution shall be carried
out in the best workman like manner as per specification and the written order of the Engineer-in-
Extra claim in respect of extra work shall be allowed only if such work is ordered to be carried out in
writing by the Engineer-in-charge.
The Contractor shall engage a qualified Engineer for the Execution of work who will remain present
for all the time on site and will receive instructions and orders from the Engineer-in-charge or his
authorized representative. The instruction and orders given to the contractor's representative on site
shall be considered as it will be to the contractor himself.
The work order book as prescribed shall be maintained on the site of the work by the Contractor and
the contractor shall sign the orders given by the inspecting officers and shall carry out them
Quantities specified in the tender may vary at the time of actual execution and the contractor shall
have no claim for compensation on account of such variation.
Figured dimensions of drawings shall supercede measurements by scale,. Special dimensions in the
specification shall supercede all other dimensions.
Use of I. S. Code shall mean its latest applicable version for respective items.
EXECUTIVE ENGINEER
EAST (VARACHHA)ZONE-A
SURAT MUNICIPAL CORPORATION.
SIGNATURE OF THE CONTRACTOR.
22. GENERAL TECHNICAL SPECIFICATION FOR BUILDING WORKS
1. In the specification "as directed"/"Approved" shall be taken to mean "as directed"/approved
by the Engineer-in-charge.
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 referred to.
4. All measurements and computations, unless otherwise specified, shall be carried out nearest
to the following limits:
( 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 partial 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 prefix `M' e.g. `M-s'.
01. 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-
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 work.
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-loading 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 satisfactory
evidence that such special mode of construction is safe, sound and helps in speedy
construction and completion of work to the required strength and quality. Acceptance of the
same by the Engineer-in- charge shall not, however, absolve the contractor of the
responsibility of any adverse effects and consequences of adopting the same in the course of
execution of completion of the work.
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
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
22. All necessary safety measures and precautions (including those laid down in the various
relevant Indian Standards) shall be taken to ensure the safety of men, materials and
machinery on the works as also of the work itself.
23. The testing charges of all materials shall be borne by the Contractor.
24. Approval to any or the executed items for the work done not in any way relieve the
contractor of his responsibility for the correctness, soundness and strength of the structure
as per the drawings and specifications.
Executive Engineer
East (Varachha)zone-A
Surat Municipal Corporation
SIGNATURE OF THE CONTRACTOR:-
23. SPECIFICATIONS OF MATERIALS
Note: Latest addition of I.S. code shall be applied.
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 alkalis, 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.
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 01 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.
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.
Hard and bitter water shall not be used for curing.
Portable water shall generally be found suitable for curing mortar or concrete.
Lime shall be hydraulic lime as per I.S. 712-1984. Necessary tests shall be carried out as per I.S.
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 un burnt lime stone.
b] Acid tests for determining the carbonate content in lime. Excessive amount of impurities and
rough determination of class of lime.
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.
Field testing shall be done according to I.S. 162-1989 to show the acceptability of materials.
Cement shall be ordinary Portland cement as per I.S. 269-1989 and revised latest I.S.
M-4 WHITE CEMENT:
The white cement shall conform to I.S. 8042-1989.
M-5 COLOURED CEMENT:
Colored cement shall be with white or grey Portland cement as specified in the item of the work.
The pigments used for colored cement shall be of approved quality and shall not exceed 01% 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.
The pigment shall have the properly such that it is neither affected by the cement not detrimental to
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 matter, 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 clean.
Course 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 I.S. Sieve % by weight passing
Designation sieve Designation sieve
Fine Sand: The fineness modulus shall not exceed 1.0. The sieve analysis of fine sand shall be as
I.S. Sieve % by weight passing I.S. Sieve % by weight passing
Designation sieve Designation sieve
M-7 STONE DUST:
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.
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 up to 010 mm mark. The clean
water shall be added up to 150 mm mark. The mixture shall be stirred vigorously and the content
allowed to settle for 3 hours.
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.
The fineness modulus of stone dust shall not be less than 1.80.
M-8 STONE GRIT :
Grit shall consist of crushed or broken stone and be hard, strong, dense, durable, clean, of proper
gradation and free from skin or coating likely to prevent 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.
The grit shall conform to the following gradation as per sieve analysis:
I.S. Sieve % by weight passing I.S. Sieve % by weight passing
Designation sieve Designation sieve
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.
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.
Cinder is well brunt furnace residue which has been fused or sintered into lumps of varying sizes.
Cinder aggregates shall be well burnt furnace residue obtained from furnace using coal fuel only. It
shall be sound clear and free from clay, dirt, ash or other deleterious matter.
The average grading for cinder aggregates shall be as mentioned below:
M-01 LIME MORTAR:
LIME: Shall conform to specification M-2. WATER: Water shall conform to specification M-1. SAND:
Sand shall conform to specification M-6.
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.
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 180 revolutions.
STORAGE: Mortar shall always be kept damp, protected from sun and rain till used up, covering it by
tarpaulin or open sheds.
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:
Water shall conform to specification M-1. Cement shall conform to specification M-3. Sand shall
conform to M-6.
PROPORTION OF MIX: 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
Kg./Bag of cement being equal to 0.0342 cu.m. The mortar may be hand mixed or machine mixed as
PREPARATION OF MORTAR: In hand mixed mortar, cement and sand in the specified proportions
shall be thoroughly mixed dry on a clean impervious platform by turning over at least 3 times or
more till a 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.
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 :
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.
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 distances between bars or 6mm. less
than the cover whichever is smaller.
I.S. Sieve Percentage Passing for I.S. Sieve Percentage Passing for single
Designation single sized aggregates of Designation sized aggregates of nominal
nominal size size
NOTE:- This percentage may be varied somewhat by the Engineer-in-charge when considered
necessary for obtaining better density and strength of concrete.
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 COURSE:
Aggregate for Design Mix Concrete: Course 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.
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.
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.
If aggregate is covered with dust it shall be washed with water to make it clean.
M-14 BRICK BATS AGGREGATE:
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.
The brick bats shall be measured by volume by suitable boxes as directed.
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 010mm
x 40 mm and 01mm 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.
The size of modular bricks shall be 190mm x 90mm x 90mm.
The size of conventional bricks shall be as under ---
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
The crushing strength of the bricks shall not be less than 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-15A FLYASH BUILDING BRICKS :
The Fly ash building bricks shall conform to Grade-5 of IS-13757.
The frog of the 80 to 010 mm x 40 mm x 01 to 20 mm size.
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 101 mm x 70 mm.
Only bricks of one standard size shall use on one work. The following tolerances shall permit in the
conventional size adopted in a particular work:
Length : + 4 mm
Height : + 2 mm
The physical characteristic of bricks shall be as follows:
The minimum compressive strength of Fly ash 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 percentages by weight and the test shall conform
to IS-3495(Part-3). Sampling of Fly ash building bricks and criteria for conformity shall be as per
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 200 Kg./Sq.Cm. unless otherwise specified.
The samples of the stone to be used shall be got approved before the work is started.
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 01 mm from the
average wall surface.
M-17 LATERITE STONE:
Laterite stone shall be obtained from the approved quarry. It shall compact in texture, sound,
durable and free from soft patches. It shall have a minimum crushing strength of 010 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.
The stone shall be dressed into rectangular blocks so that all faces are from waviness and
unevenness and the edges true and square.
Those type of stone in which white clay occurs should not be used.
Special corner stones shall be provided where so directed.
M-18 MILD STEEL BARS/TMT/CRS BARS:
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.
All the reinforcement shall be clean and free form dirt, paint, grease, mill scale or loose or thick rust
at the time of placing.
For the purpose of payment the bar shall be measured correct up to 01 mm length and weight
payable worked out as per the rate specified below:
(i) 6 mm 0.22 Kg/Rmt.
(ii) 8 mm 0.39 Kg/Rmt.
(iii) 01 mm 0.62 Kg/Rmt.
(iv) 12 mm 0.89 Kg/Rmt.
(v) 14 mm 1.21 Kg/Rmt.
(vi) 16 mm 1.58 Kg/Rmt.
(vii) 18 mm 2.00 Kg/Rmt.
(viii) 20 mm 2.47 Kg/Rmt.
(ix) 22 mm 2.98 Kg/Rmt.
(x) 25 mm 2.85 Kg/Rmt.
(xi) 28 mm 4.38 Kg/Rmt.
(xii) 32 mm 6.31 Kg/Rmt.
(xiii) 36 mm 7.31 Kg/Rmt.
(xiv) 40 mm 9.86 Kg/Rmt
M-19 HIGH YIELD STRENGTH STEEL DEFORMED BARS :
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.
Other provision and requirements shall conform to specification no. M-18 for Mild Steel Bars.
M-20 HIGH TENSILE STEEL WIRES :
The high tensile wires for use in prestressed concrete shall conform to I.S. 2090-1983.
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.
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.
The high tensile wire shall be obtained from manufactures in coils having diameter not less than
times the diameter of wire itself so that wire springs back straight on being uncoiled.
M-21 MILD STEEL BINDING WIRE:
The mild steel wire shall be of 1.63mm or 1.22mm (16 or 18 gauge) diameter and shall conform to
The use of black wire will be permitted for binding reinforcement bars. It shall be free from rust, oil,
paint, grease, loose mill scale or any other undesirable coating which may prevent adhesion of
M-22 STRUCTURAL STEEL:
All structural steel shall conform to I.S. 226-1975. The steel shall be free from the defects mentioned
in I.S. 226- 1975 and shall have a smooth finish. The material shall be free from loose mill scale, rust
pits or other defects affecting the strength and durability. Rivet bars shall conform to I.S. 1148-1992.
When the steel is supplied by the contractor test certificates of the manufacturers shall be obtained
according to I.S. 226-1975 and other relevant Indian Standards.
M-23 GALVANISED IRON SHEETS:
The galvanized iron sheets shall be plain or corrugated sheets of gauge as specified in item. The G.I.
Sheets shall conform to I.S. 277-1992. The sheets shall be undamaged in carriage and handling either
by rubbing off of zinc coating or otherwise. They shall have clean and bright surface and shall be free
from dents, bends, holes, rust or white powdery deposit.
The length and width of G.I. sheets shall be as directed as per site condition.
M-23-A G.I.VALLEYS GUTTER, RIDGES:
The G.I. ridges and hips shall be of plain galvanized sheets class-3 of the thickness as specified in
item. These shall be 600 mm width and properly bent up to shape without damage to the sheets in
process of bending.
Valleys gutters and flashings shall be also of galvanized sheet of thickness as specified in item. Valleys
shall be 900 mm. Wide overall and flashing shall be 380 mm wide over all. They shall be bent to the
required shape without damage to the sheet in the process of bending.
M-24 ASBESTOS CEMENT SHEETS :
Asbestos cement sheets plain, corrugated or semi-corrugated shall conform to I.S. 459-1970. The
thickness of the sheets shall be as specified in the item. The sheet shall be free from all defects such
as cracks, holes, deformities, chipped edges or otherwise damaged.
Ridges and Hips:
Ridges and hips shall be of same thickness as that of A. C. sheets. The types of ridges shall be suitable
for the type of sheets and locations.
Other accessories to be used in roof such as flashing pieces, eaves filler pieces; valley gutters, north
light and ventilator curves, barge boards etc. shall be of standard manufacture and shall be suitable
for the type of sheets and location.
M-25 MANGALORE PATTERN ROOF TILES :
The Mangalore pattern tiles shall conform to I.S. 654-1992 for Class `AA' or `A' type as specified in
item. Samples of the tiles to be provided shall got approved from the Engineer-in0charge. Necessary
tests shall be carried out as directed.
M-26 SHUTTERING:
The shuttering shall be either of wooden planking of 30mm minimum thickness with or without steel
lining or of steel plates stiffened by steel angles. The shuttering shall be supported on battens and
beams and props of vertical ballies properly cross bracked together so as to make the centering rigid.
In places of ballie props, bricks pillar of adequate section built in mud mortar may be used.
The form work shall be sufficiently strong and shall have camber, so that it assumes correct shape
after deposition of the concrete and shall be able to resist forces caused by vibration of concrete, live
load of men working with it and other incidental loads associated with it. The shuttering shall have
smooth and even surface and its joints shall not permit leakage of cement grout.
If at any stage of work during or after placing concrete in the structure, the form work sags or bulges
out beyond the required shape of the structure, the concrete shall be removed and work redone
with fresh concrete and adequately rigid form work. The complete form work shall be got inspected
by and approved from the Engineer-in-charge, before the reinforcement bars are placed in position.
The props shall consists of bullies having 010mm minimum diameter measured at mid length and
80mm at thin end and shall be placed as per design requirement. These shall rest squarely on
wooden sole plates 40 mm. Thick and minimum bearing area of 0-01 sqm. laid on sufficiently hard
Double wedges shall further be provided between the sole plate and wooden props so as to facilitate
tightening and easing of shuttering without jerking the concrete.
The timber used in shuttering shall not be so dry so as to absorb water from concrete and swell or
bulge nor do so green or wet so as to shrink after erection. The timber shall be properly sawn and
planed on the sides and the surface coming in contact with concrete. Wooden form work with metal
sheet lining or steel plates stiffened by steel angles shall be permitted.
As far as practicable, clamps shall be used to hold the forms together and use of nails and spikes
The surface of timber shuttering that would come in contact with concrete shall be well wetted and
coated with soap solution before the concreting is done. Alternatively coat of raw linseed oil or oil of
approved manufacture may be applied in place of soap solution. In case of steel shuttering either
soap solution or raw linseed oil shall be applied after thoroughly cleaning the surface. Under no
circumstances black or burnt oil shall be permitted.
The shuttering for beams and slabs shall have camber of 4mm per meter (1 in 250) or as directed by
the Engineer-in-charge so as to offset the subsequent deflection. For cantilevers, the camber at free
end shall be 1/50 of the projected length or as directed by the Engineer-in-charge.
M-27 EXPANSION JOINTS - PREMOULDED FILLER:
The item provides for expansion joints in R.C.C. frame structures for internal joints, as well as
exposed joints, with the use of pre-moulded bituminous joint filler.
Pre-moulded bituminous joint filler i.e. performed strip of expansion joint filler shall not get
deformed or broken by twisting, bending or other handing when exposed to atmospheric condition.
Pieces of joint filler that have been damaged shall be rejected.
Thickness of the pre moulded joint filler shall be 25 mm unless otherwise specified.
Pre-moulded bituminous joint filler shall conform to 1.5 1838-1961.
M-28 EXPANSION JOINTS - COPPER STRIPS AND HOLD FASTS:
The item provides for expansion joints in R.C.C. frame structure for internal joints as well as for
exposed joints with the use of necessary copper strip and holdfasts.
Copper sheet shall be 1.25 mm thick and of 1.25 mm with `U' shape in the middle, copper strip shall
have holdfast of 3 mm diameter copper rod fixed to the plate soldered on strip at intervals of about
30 cm. or as shown in the drawing or as directed. The width of each flange (horizontal side) of the
copper plate to be embedded in the concrete work shall be 25 mm Depth of `U' to be provided in the
expansion joint, in the copper plate shall be of 25 mm.
M-29 SELECTED EARTH:
The selected earth shall be that obtained from excavated material or shall have to be brought from
outside as indicated in the item. If item does not indicate anything, the selected earth shall have to
be brought from outside.
The selected earth shall be good yellow soil and shall be got approved from the Engineer-in-charge.
In no case black cotton soil or similar expansive and shrinkable soil shall be used. It shall be clean and
free from all rubbish and perishable materials, stones or brick bats. The clods shall be broken to a
size of 50 mm. or less. Contractor shall make his own arrangements at his own costs for land for
borrowing selected earth. The stacking of materials shall be done as directed by the Engineer-in-
charge in such a way as not to interfere with any constructional activities and in proper stacks.
When excavated material is to be used, only selected stuff got approved from the Engineer-in-charge
shall be used. It shall be stacked separately and shall comply with all the requirements of selected
earth mentioned above.
M-30 POLYPROPYLENE STEPS:
The polypropylene steps shall be clean, well-cast and they shall be free from air and sand holes, cold
shuts and warping which are likely to impair the utility of the castings. The portion of the step which
projects from walls of the manhole shall have a raised required designed above the general plane of
the top surface of the step along the edges of the tread to provide adequate non-slip grip. The steps
shall be of dimensions 263 mm x 165 mm x 25 mm (as shown in drawings) with necessary holding
arrangement and carting minimum weight of 0.90 Kg. confirming to an ASTM D-4011.
Executive Engineer
East (Varachha)zone-A
Surat Municipal Corporation
SIGNATURE OF THE CONTRACTOR:-
24. ITEMWISE DETAILED TECHNICAL SPECIFICATION
Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with shoring
and struting if required as per required gradient and line including safety provisions using site rails
and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all
lifts and strata as specified.
Item includes breaking and removing of the road surface up to the bottom of the base course, rubble
soling etc. Item also includes stacking of useful material up to the lead of 50 meters.
Mode of measurement and payment: -
Payment shall be made on cubic meter basis.
Excavation in bituminous road as per required gradient and line including safety provisions using
site rails and stacking excavated stuff including up to all required lead cleaning the site etc.
complete for all lifts as specified.
Detailed specification as per Item No.1.
Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with shoring
and struting if required as per required gradient and line including safety provisions using site rails
and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all
lifts and strata as specified.
In all sorts of soil and soft murrum
(A) Up to 1.5 Mt. depth from G.L.
(B) 1.5 Mt. to 3.00 Mt. depth
(C) 3.0 Mt. to 4.50 Mt. depth
(D) 4.5 Mt. to 6.00 Mt. depth
(E) 6.0 Mt. to 7.50 Mt. depth
(F) 7.5 Mt. to 9.00 Mt. depth
(G) 9.0 Mt. to 01.50 Mt. depth
3.1.1 Any soil which generally yields to the application of pickaxes and shovels of jumbers of
scarifiers phawaraa rakes or any such excavating implement or organic soil gravel, silt, sand
truf loam, clay, peat etc., fall under this category.
3.2.0 CLEARING OF SITES :
3.2.1 The site on which the drain is to be laid shall be cleared and all obstructions, like loose,
materials and rubbish of all kind, bush, wood and trees shall be removed as directed. The
materials so obtained shall be the property of the Corporation and shall be conveyed and
stacked as directed with 90 m. lead. The roots of the trees coming in the site shall be cut
and coated with hot asphalt.
3.2.2 The rate of site clearance is deemed to be included in the rate of earth work for which no
extra payment will be paid.
3.3.0 SETTING OUT:
3.3.1 All the centre line of drain trenches shall be given by the Engineer-in-charge and it will be
the responsibility of the contractor to install substantial reference marks, bench marks etc.
and maintain them as long as required true to line, level, curve & slopes. The contractor shall
assume full responsibility for alignment, elevation and dimensions of each and all parts of the
work. The labour, materials etc. required for setting out and establishing bench marks and
other reference marks shall be arranged by the contractor at his own cost.
3.4.0 EXCAVATION:
3.4.1 The excavation for the drain trenches shall include removal of all materials of
whatsoever nature and whether wet or dry, necessary for the laying of pipe lines/construction
of box drain and sub-structure exactly in accordance with lines, levels, grades and curves
shown on the plans L-sections. Trenches shall be excavated to the exact width at of lowest
portion of the trench and the sides shall be left vertical as far as possible or according to the
angle of repose of various soils. The contractor shall notify the Engineer before starting
excavation to enable him to take cross sectional levels for purpose of measurements before
the ground is disturbed.
3.4.2 Excavation shall be carried out in strata’s specified in item of schedule `B'. The lift will be also
as specified in Schedule `B'. Excavated material shall be stacked at a minimum distance of
meters away from the edge of the trench. The leveling Instruments shall be used for checking
the gradients of bed or trenches. Before the trench excavation is started, sight rails made of
good timber shall fix truly vertical at a uniform height, above the invert. The centre line shall
be clearly marked on the sight rails. Depth of excavation shall be checked by leveling
instruments only as per instructions of the Engineer-in-charge.
3.4.3 The bottom of the trenches shall be leveled both longitudinally and transversely or stepped as
directed by the Engineer. The contractor shall, at his own cost, remove such portion of
boulders or rock, as required to make the bottom of the trench level. No filling shall be
allowed to being the bottom of the trench in level. If by contractor's mistake, Excavation is
made deeper than shown on the plan ordered by the Engineer, the extra depth stuff duly
watered and rammed as directed by the Engineer as at the cost of the contractor. All rock or
other hard foundation shall be cleared off, all soft and loose material cut to a firm surface,
either level, stepped as directed by the Engineer. The Engineer may order such changes in the
dimensions and elevation of bottom of trenches and may be deemed necessary to secure
satisfactory lying of pipe lines. The contractor shall at his own expense, make provision for
all pumping, dredging bailing out of draining water and the trenches shall be kept free of
water, during construction work.
3.4.4 Extra excavation to be done for collar/joint pits shall be paid separately by SMC at the rate of
the respective item of excavation but in any case extra width for excavation of collar pits shall
not exceeds 500 mm from outer face of collar/joint on both sides as well as 010 mm in bottom
and 600 mm in length on the either side.
3.4.5 After each excavation is completed, the contractor shall notify the Engineer to that effect and
no trench will be allowed to be filled up until the Engineer or his authorised agent approved
the depths and dimensions of excavation and the nature of the strata met with and the level
and/or measurements are recorded.
3.4.6 The work measured shall be maintained till completion and in case of collapse of sides or
bottom of trenches due to any reasons, it shall be made good without any extra cost.
3.5.0 PROTECTION:
3.5.1 In case of excavation is to be done with sloping of stopping sides (i.e. to the given angle) as
per the drawing details, then the rates for shoring and strutting shall be considered included
in this item. Wherever required the shoring strutting may be done. It shall conform to
specification of shoring and strutting which is explained in other item of this tender.
3.5.2 The drainage trenches shall be strongly fenced and red light signals shall be kept at night in
charge of watchmen to prevent accidents. Sufficient care and protective measure shall be
taken to see that the excavation shall not affect or damage the adjoining structure. The
contractor shall be entirely responsible for any injury to life and damage to the properties
etc. Necessary protection work such as guide ropes, crossing places, barricades, caution
Boards etc. shall be provided by the Contractor. The wooden planks for crossing trenches by
public as per requirement shall be provided by the contractor without any extra cost.
3.6.0 ADDITIONAL REQUIREMENTS :
3.6.1 At the joints drain the trench shall be excavated to an additional depth of 15 cms. and width
of 30 cms. and length of 15 cms. beyond the edge of coller on both the sides or as
directed by Engineer-in-charge. The rate includes for such extra excavation made at the joints.
The trenches shall be excavated perfectly in straight line. The bottom of trench shall be kept
as per invert level or as directed. In obtaining formation on the bottom trench, the usual
method of leveling instruments shall adopted. The contractor shall have to provide and
maintain leveling instruments without any extra cost.
3.6.2 If case of emergencies such as unexpected rains, important public occasions, dangers to
properties etc. the contractor shall be required to fill up the excavation with necessary
consolidation, which may be re-excavated for flow test and refilled for which no extra
claim for payment and time limit shall be entertained.
3.6.3 If contractor fails or makes delay to give the flow test of the pipe line laid line any of the
section, without any genuine reasons, he shall be responsible to get re-excavate any part of
the length of trenches refill in such case (i.e. before testing for safety of pedestrian and / or
vehicular traffic) as found necessary be the Engineer-in-charge without any extra cost, if
found necessary and as directed by the Engineer-in-charge. The contractor shall have to
excavate the refilled trenches, during flow test without any extra cost.
3.6.4 In case of excavation across a road, permission of road authorities shall have to be obtained.
At all road crossings, trenches shall be excavated only for half width of the road and pipe shall
be laid. The other half shall be excavated only after back filling over the laid pipe line making it
suitable for the traffic. The contractor shall provided diversion when the pipe line is to be laid
along the road as required and shall maintain the diversion or any part of it, of damaged
without any extra cost. At all road crossings, the pipe shall be laid below the crust of the
3.6.5 The contractor shall break the road surface by Excavation of chiseling to the exact width and
length as shown on the drawing. Separate provision should be made for cutting of road
surface. However this item shall be paid separately as mentioned in Item No.1 or 2 whichever
3.6.6 The excavated stuff shall be deposited in uniform layers to avoid mixing with other kind of
materials at no objectionable place.
3.6.7 The contractor shall have to make his own arrangements for taking trial pits etc. at his own
cost, as directed by the Engineer-in-charge.
3.6.8 If necessary, temporary arrangements shall have to be made to divert or convey across all
natural water ways or build up drains etc. without any extra cost.
3.6.9 All water pipes, cables; any structure shall be protected by the contractor as directed by the
Engineer-in-charge, if met during excavation. Any damage caused shall be rectified without
any extra cost.
3.6.01 Breaking of brick structures/R.C.C. works, cement concrete etc. coming in excavation shall be
considered as excavation in strata shown in the item, as above and will be paid at the same
3.6.11 All safety precautions shall have to be made by the Contractor.
3.6.12 The excavation in narrow streets, lanes shall have to be carried out with full precautions so as
that no property may be damaged. Any compensation to be paid to the other party will be
paid by the contractor for which the Surat Municipal Corporation will not be responsible.
3.6.13 All obstacles, structures etc. shall be removed and made good without further claim or extra
3.7.0 DISPOSAL OF EXCAVATED STUFF:
3.7.1 No excavated stuff from foundation trenches of what ever kind they shall be placed
even temporarily nearer 1.5 meter distance prescribed by the Engineer from the outer
edge of excavation. The rate of excavation includes sorting out of useful materials and
stacking them separately as directed within specified lead. The material suitable and
useful for backfilling or other use shall be stacked in convenient places but not in such a
way as to obstruct free of movement of men, animals and vehicles of encroach upon the area
required for constructional purpose. The site shall be kept clean of all debris on completion
3.7.2 Disposal of excavated materials is subject to the following. Useful materials obtained
from cleaning site and excavation shall be stacked within a lead of 90m. Beyond the
building area as directed. Materials suitable for back filling shall be stacked at convenient
places with in a lead of 90 m from the structure for reuse. Useful stones from excavation shall
be stacked nearly within lead of 90 m. and will allowed to be used by the Contractor on
payment at rates laid down in the contract or if not so laid down at scheduled rates of the
corporation or at a mutually agreed rates if there are no such rates in the schedule of rates.
3.8.0 DEWATERING:
3.8.1 Any water which may accumulate in the excavation during the progress of the work, either,
by percolation, seepage, springs, rain or any other cause shall be bailed out by pumping and
diverting surface flow if any by earthen binds or by any other means. The bunds shall be
removed as soon as the work is completed.
3.8.2 The Contractor shall provides, maintain and operate sufficient number pumping equipment
of approved capacity to keep the area of construction free from water and any sub soil
water arising during the construction period.
3.8.3 Pumping shall be so controlled to dispose of water from adequate drainage ditches and
shall not be rated so as to make in convenience in constructional operations in general.
Precaution shall be taken by the Contractor to prevent any damage to the trench, pipe line
of adjustment structure.
3.8.4 The excavation shall be kept free from water by the contractor (1) During excavation (2)
When pipe laying and construction of joints are in progress and till the Engineer-in-charge
considers that the mortar is sufficiently set. (3) During hydraulic testing inspection and
3.8.5 The contractor shall be paid separately for dewatering exceeds 5 HP.Hr. as per rate
mentioned in Schedule-B.
3.9.0 MEASUREMENT AND PAYMENT:
3.9.1 The payment of a various classes of excavation, depending upon the depth of excavation,
shall be made at the unit rate per cubic meter for the quantity actually excavated and
accepted by the Engineer limited to dimensions shown in the sanctioned plans L-Section or as
directed by the Engineer. Excavation in excess of the sanctioned dimensions shall not be
measured nor paid for and if so ordered by the Engineer. The contractor shall have to fill up
the excess depth with selected excavated stuff duly watered and rammed as directed by the
Engineer-in-charge without any extra payment to the Contractor.
3.9.2 Dimension shall be measured correct to two places of decimals of a meter and individual
quantity shall be calculated to two places of decimals of a cubic meter.
3.9.3 The rate for the item of excavation shall include (Unless and otherwise mentioned).
(a) Clearing of site.
(b) Setting out work including all materials and labour.
(c) Refilling the drain trenches with approved materials and watering & consolidating up
to original ground level.
(d) Providing facilities for inspection and measurements at any time by the concerned
Corporation Officials.
(e) Compensation for injury to life and damage to property if caused during progress of
3.01.4 All measurement shall be take true vertical depth from bottom of pipe (i.e. I.L. + thickness of
pipe). The rate shall be for a unit of one cubic meter
Providing & laying compacted granular bedding/sand as per drawing attached.
4.0 WORKMANSHIP :
4.1 The sand / granular material to be use for bedding shall be free from salts, organic or other
foreign matter. All clods of sand shall be broken.
4.2 As soon as the work in foundation has been completed and measured the site of foundation
shall be cleared of all derbies, bricks bats, mortar dropping etc. sand filled with sand in layers
not exceeding 20cms. Each layer shall be adequately watered, rammed and consolidated
before the succeeding layer is laid. The sand shall be rammed with iron rammers where
feasible and with the butt ends of crowbars, where rammer cannot be used.
4.3 The final level of bedding shall be kept to shape intended to be given to excavation.
4.4 The consolidation may be done by hand rammers, where so specified. The extent of
consolidation required shall also be as specified.
4.5 The sand/granular material shall be allowed to be used in bedding the trenches. Under no
circumstances black cotton soil be used for filling the plinth.
4.0.1 MODE OF MEASUREMENTS & PAYMENT:
4.0.2 The payment shall be made for bedding the granular material as per drawings. No deduction
shall be made for shrinkage or voids, if consolidated as instructed above.
4.0.3 The rate shall be for a unit of one cubic meter.
Providing, maintaining upto the required period safeguarding, lightening the excavated trenches
with proper barricading, fencing with timber ballies, bamboos, G.I. sheets, red flag and red lights
along with the provision of the chowkidars as directed by Engineer-in-charge.
FENCING, WATCHING, LIGHTING:
The tenderer shall at his own cost make all proper provision for protecting the work by fencing
and red flags by watching and lighting at night, or otherwise as may be directed by the Engineer.
The posts of the fencing shall be of timber, securely fixed in the ground, not more than 3.0 meter
apart, they shall not be less that 3" in diameter and approximately 2.0 mt. above the surface of
the ground. There shall be two rails of horizontal members. One near top of the posts & the other
about 0.50 mt. above the ground and each shall be from 2" to 3" in diameter and sufficiently
long running from post to post, to which they shall be bound with G.I.Sheets. The G.I. sheets
shall be marked with painting of `Danger' or `Caution' notice, which should be clearly visible in nights
indicating the work is under progress. Red flags shall be tied to the posts for the guidance of the
vehicular traffic at all turning points and conspicuous intermediate points. The method of projecting
rails beyond the posts and typing them together where they meet will not be allowed on any
account. All along the edges of the excavated trenches a bank of about 1.0 mt. High shall be
formed where required by the Engineer for further protection at free of cost. Proper provision shall
be made for lighting at night and watchmen shall be kept to see that this is properly done. In the
event of the tenderer not fully complying with the provisions of this clause, the Engineer, may
with or without notice to the tenderer, put up fencing or improve the fencing already put up, or
provide or improve the lighting, provide suitable number of red flags or adopt such other
measures as he may deem necessary. All the cost of such measures as may be adopted by the
Engineer shall be borne by the tenderer.
The fencing along the trenches with red flags shall be maintained, and lighted during night hours by
the tenderer until the road surface has been reinstated to the satisfaction of the Engineer.
Arrangements shall be made by the tenderer to divert traffic whenever work in thorough fares is in
progress. Entire work shall be carried out in such a manner that flow of traffic shall not be obstructed
in any way. If any extra policemen required for the management of the traffic at the junction, the
same shall be employed at the cost of the tenderer.
The trench shall be barricaded and warning boards shall be fixed as directed. Red lights shall be
hanging at night time at suttifiently closed intervals to indicate the danger and the chowkidar shall
be employed to see that the lights are properly burning. The contractors shall be solely responsible
for any accident due to any default in barricading, sign posting or red lights and shall bear the
Mode of measurement:-
The payment for this item will be made on per square meter basis for which the fencing/barricading
has been provided and maintained including all the other safety measures stated/included as
Providing and supplying conveying, stacking, lowering, laying and jointing NP3 / NP4 Class ISI
Standard R.C.C. pipes (of Sulphate Resisting Cement) in standard lengths for spigot and socket
rubber ring roll on joint or rubber ring flush confined joints in the trenches in line and gradient
making use of levelling instrument only .In case of Rubber ring joint pipe the pipe shall be laid in
such a way than it sould be pushed in systematic manner so as to achive The leak proof joint by
using rubber ring as per relevant ISI. (IS - 458/ 1989)
The end of joints/collars and specials to be closed and water tight including satisfactory flow testing
after laying etc. complete. Item includes conveyance of pipes and rubber ring from any Municipal
Store to site of work. (The pipes diameter details as per Schedule-B)
Note: One Collar shall be supplied with each full-length plaint ended R.C.C. pipe. One rubber ring
should be supplied with each full length socketed pipe, cost including the rate.
6.1.0 MATERIALS:
6.1.1 R.C.C. NP3 / NP4 Class spun pipes of various diameters of required length with collars shall
be supplied by the contractor as per terms and condition attached herewith at end of this
6.1.2 Water shall conform to M-1, Cement shall conform to M-3, Sand shall conform to M-6,
and Cement mortar of required proportion shall conform to M-11 all the required materials
for completing the items shall conform to relevant Indian Standard specification
6.1.3 Rubber Ring shall confirm to IS: 5382-1985.
6.2.0 STACKING OF MATERIALS:
6.2.1 Reasonable care shall be exercised in loading, transporting and unloading of the pipes and
specials. Gradual unloading shall be done by inclined plane or by chain block. Handling shall
be done such as to avoid impact.
6.2.2 Before, the actual laying of pipe line started, the pipes and fittings in required quantity shall
be arranged lengthwise, by the site of the excavated trench without causing any obstacles to
the traffic. If necessary, the pipe shall be got cut by the contractor at his own cost to
accommodate specials or fittings or for any other reason.
6.2.3 The contractor shall be fully responsible for safety of materials at site.
6.3.0 LAYING (SPIGOT AND SOCKET RUBBER RING ROLL ON JOINT)
6.3.1 Boning Staves and Sight Rails:
In various the pipes and fittings/specials the centre for each Machinehole/chamber or
pipeline shall be marked by a peg. Contractor shall dig holes for and set up two posts (about
010 x 010 x 1800 mm) at each Machinehole/chamber or junction of pipelines at nearly equal
distance from the peg and at sufficient distances there from to be well clear of all intended
excavation. So arranged that a sight rail when fixed at a certain level against the post shall
cross the centre line of the Machinehole/chamber or pipelines. The sight rail shall not in any
case be more than 30 m apart; intermediate rails shall be put up if directed by Engineer-in-
Boning staves of 75 mm x 50 mm size shall be prepared by contractor in various lengths.
Each length being of a certain whole number of meters and with a fixed tee head and fixed
intermediate cross pieces, each about 300 mm long. The top-edge of the gross piece must be
fixed below the top-edge of the tee-head at a distance equal to the outside. Diameter of the
pipe or the thickness of the concrete bed to be laid as the case may be. The top of cross
pieces shall indicate different levels such as excavation for pipe line, top of concrete bed, top
of the pipe etc. as the case may be.
The sight rail of size 250 mm x 40 mm shall be screwed with the top edge resting against the
level marks. The centre line of the pipe shall be marked on the rail and this mark shall denote
also the meeting point of the centre lines of any converging pipes. A line drawn from the top
edge of one rail to the top edge of the next rail shall be vertically parallel with the bed of the
pipe, and the depth of the bed of pipe at any intermediate point may be determined by
letting down the selected boning staff until the tee head comes in the line of sight from rail
The post and rails shall be perfectly square and planed smooth on all sides and edges. The
rails shall be painted white on both sides and the tee heads and cross piece of the boning
staves shall be painted black.
For the pipes converging to a Machinehole / chamber at various levels. There shall be a rail
fixed for every different level when a rail comes within 0.50 m of the surface of the ground. A
higher sight rail shall be fixed for use with the rail over the next point. The posts and rails shall
in no case be removed until the trench is excavated. The pipes are laid and Engineer gives
permission to proceed with the backfilling.
6.3.2 laying of Pipes and fittings shall be carefully cleaned before installation. Whenever pipe laying
is interrupted for any reason. The open end of the pipeline shall be sealed with a suitable
expanding stopper or a properly fitted temporary wooden stopper and exposed pipes shall be
suitably protected from stones and other objects falling into the trench from above.
The permissible tolerance for pipe lines in trenches shall be 6 mm in level and 25 mm in line
between Machineholes. After the laying of a length of a pipeline but before testing the
crown of the pipe shall be checked for level and alignment and any necessary adjustment
made by un-jointing and removing the pipes concerned. Adjusting the bedding, relaying the
pipes and rechecking for line and level. In addition, where a gravity pipeline is shown on the
drawings as being straight between Machineholes it will not be accepted unless a light can
be sighted directly through the length concerned.
For pipeline jointing systems incorporating flexible jointing rings, pipes shall be laid with the
spigot and pointing in the direction of flow and with a gap between the and of the spigot and
the base of the socket, or between spigots rubber rings shall comply to IS-5382.
6.3.3 Jointing:
6.3.3.1 General:
Pipe section shall be joined utilizing spigot and socket flexible joint with rubber ring, as per
IS-783. After jointing extraneous material, if any, shall be removed from the inside of the
pipe and the newly made joints shall be thoroughly cured. The rubber sealing rings used for
jointing shall conform to IS-5382.
6.3.3.2 Spigot and Socket Joint (Flexible)
The RCC pipe with the rubber ring accurately positioned on the spigot shall be pushed well
home into the socket of the previously laid pipe by means of uniformly applied pressure with
the aid of a jack or similar appliance. The RCC pipes shall be of spigot and socket type and
rubber rings shall be used, and the manufacturer’s instructions shall be deemed to form a
part of these engineer's requirements. The rubber rings shall be lubricated before making
the joint and the lubricant shall be soft soap water or an approved lubricant supplied by the
6.4.0 HYDRAULIC/FLOW TEST OF PIPES:
6.4.1 The contractor shall give at his own cost necessary hydraulic/flow test of pipe line laid.
Each section of drain shall be tested for water tightness preferably between Machineholes.
To prevent change in alignment and disturbance after the pipes have been laid, it is desirable
to back fill the pipes up to the top, keeping atleast 90 cm. length of pipe open at the joints. It
is necessary at the pipe line are filled up with water for about a week before commencing
the application of pressure to allow for the absorption by pipe wall. Pipes shall be tested
after the cement mortar joints have been made.
6.4.3 The line shall be tested as per I.S.8127-1967 (code of practice for laying for glazed stone-
ware pipes) or its latest edition.
6.4.4 The contractor shall provide at his own testing equipment of approved make. This shall be
approved by the Engineer-in-charge.
6.4.5 All pipes, specials, joints found to be leaking or cracked or busted or observed unsuitable
shall be removed and repaired. Contractor shall see that no end of any pipe length is kept
open even temporarily and that all open ends are immediately at the end of every days work
covered up either layer gunny bag cloth bided, properly by means of mild steel wires without
any claim for extra cost.
6.4.6 Filling above the drains to a depth of twice the diameter of the pipe line shall be completely
free from boulders, stones, or brick bats and shall be composed of selected hard variety
of murrum well consolidated but not heavily tempered. In the remaining depth, the
trench shall be filled up by the selected stuff and murrum as ordered by the Engineer-in-
6.4.7 For crossing of obstacles, natural or built up, such as culvert drains bridges etc. the
contractor shall approach respective authorities to obtain permission for crossing them.
Such work left remaining to be carried out due to want of permission shall be carried out at
any later stage or period within a time to the satisfaction of the Engineer-in-charge.
6.5.1 After the satisfactory test of draining line the rubber plugs fitted to Y or T branches shall be
taken out and ends shall have to be closed with cement concrete plugs or bricks bats as
directed by the Engineer-in-charge. These plugs shall be fixed with mud mortar or cement
mortar over the mud mortar of about 6 mm to 12 mm thick shall be plastered. All those
works shall be done strictly as per instructions of the Engineer-in-charge. If directed,
alternatively the branches of Y or T after fixing plugs shall be properly closed with a place of
gunny bag and the same shall be tied with M.S. wire. The rate shall include the cost of all
these materials and labour etc. complete.
6.5.2 If pipe-lines are laid in separate detached sections and not in continuous length due to any
reasons, such as non-availability of pipes or due to obstacles or due to non-availability of
permission etc., the contractor shall complete the work after words at the same rate as
originally provided for the tenderer, without any claim for extra or compensation due to
non-respect of permission or any other natural or unforeseen reasons and until the date of
completion of work, shall be treated as in- complete.
6.5.3 Complete arrangements for water supply requirements for complete construction of work,
hydraulic testing and for layout shall be done by the Contractor at his own cost. The water
6.5.4 The contractor shall appoint a qualified site supervisor who can take the responsibilities and
fixing the inner levels of the drains.
6.5.5 Temporary bench marks shall be provided and protected by the contractor at a minimum
distance of every 150 meter at site without any extra cost. These bench marks shall be
either of masonry or mass concrete or not less than 0.140 Cu.mt. The location of bench
marks shall be kept as directed by the Engineer-in-charge.
6.5.6 The rate includes crossing of all obstacles such as electric wire, telephone cable, water
pipes, sewer, drains, Machineholes walls, culverts, khalkuvas, etc. coming in the laying of
pipe lines work. Any damage done to this may be restored by the contractor without any
extra claim. Any work of removing, repair of such structures or constructed in the process of
laying pipe lines etc. shall be carried by the contractor without any claim for extra cost.
Arrangements for dewatering and cleaning the khalkuvas shall be done by the contractor
without any extra claim.
6.6.0 MODE OF MEASUREMENT AND PAYMENT:
6.6.1 The measurements shall be paid per meter length of the pipe line laid, jointed and tested
and measured along the centre line and shall be paid according to the inner diameter of
the pipes providing and as per the rates quoted by the tender in respective items of
6.6.2 The pipes may be available in approximate size either in metric system, or British system. No
additional payment or reduction in payment will be made for such approximate size.
6.6.3 No extra payment for dewatering or installing dewatering sets for pumping out such water
shall be made. No extra payment for collar pits shall be made. No extra payment for cutting
of pipes, if required shall be made to the Contractor.
6.6.4 In absence of hydraulic/flow test 20% of the amount of the laying and jointing work of pipe
line work will be withheld from the running bills till satisfactory hydraulic test is given.
If level for invert of pipes in not maintained by the Contractor 010% payment shall be
Manufacturing of NP3 and NP4 class R.C.C. Pipes and collars.
For precast concrete pipes, materials, complying with the requirements given below shall be
Cement used for the manufacture of unreinforced and reinforced concrete pipes shall
(B) AGGREGATES:
Aggregates used for the manufacture of reinforced concrete pipes shall conform to I.S.
383-1976. The maximum size of aggregate should not exceed one third the thickness of the
pipe or 20 mm which ever is smaller for pipes above 250 mm internal diameter of 80 to
mm the maximum size of aggregate should be 01 mm.
NOTE: It is preferable to have the size and grading aggregates conforming to IS-383-1970. It
is also preferable that materials finer than 75 micron IS-Sieve is restricted to 3 percent by
(C) REINFORCEMENT:
Reinforcement used for the manufacture of the reinforced concrete pipes shall be mild steel
grade I or medium tensile steel bars conforming to I.S. 432 (Part-I) 1982 or hard drawn
steel wire conforming to I. S. 432 (Part-II) 1982 or structural steel (Standard Quality) bars
conforming to IS-226-1975 where soft grade wire is used it shall conform to I.S. 280-1978.
NOTE: - Wire fabric conforming to IS-1566-1982 or deformed bars and wires conforming to
IS-1786-1985 may also be used.
(D) CONCRETE OR MORTAR:
Concrete used for manufacture of reinforced concrete pipes and collars shall conform to I.S.
(a) The concrete for non-pressure pipes shall have a minimum cement concrete of
Kg/Cumt. and a minimum compressive strength of 20 N/Sq.mm. at 28 days. If mortar is
used it shall have a minimum cement content of 450 Kg/Cu.mt. and a compressive strength
not less than 20 N/Sq.mm. at 28 days. The concrete for pressure pipes shall a minimum
content of 450 Kg/Cu.mt. and a minimum compressive strength of 25 N/Sq.mm. at 28 days. If
mortar is used, it shall have a minimum cement of 600 Kg/Cu.mt. and a compressive strength
not less than 25 N/Sq.mm. at 28 days.
Where the process of manufacture is such that the strength the concrete or mortar in the
pipe differs from that given by test on cubes the two may be related by a suitable conversion
factor. If the purchaser required evidence of this factor, he shall ask for it before placing
the order. The conversion factor for 28 days compressive strength for spun concrete may be
taken at 1.25 in the absence of any data.
Compressive strength tests shall be conducted on 15 cm cubes in accordance with the
relevant requirements of I.S. 456-2000 and I.S. 516-1959. if so required by the purchaser the
manufacturer shall give a certificate indicating the quantity of cement in the concrete mix.
The reinforcement in the reinforced concrete pipe shall extend through out the length of the
pipe and shall be so designed that it may be readily placed and maintained to designed shape
and in the proper position within the pipe mould during the manufacturing process. The
circumferential and longitudinal reinforcement shall be adequate the satisfy the requirement
specified in table-2.
For non-welded lages spiral reinforcement of the same diameter shall be closely spaced at
the end of the pipe for a length of 150 mm to minimize damage during handling. The
spring of such end spirals shall not exceed 50 mm or half the pitch whichever is less than
such spiral reinforcement at ends shall be part of the total spirals reinforcement specified in
different table.
The pitch of the circumferential reinforcement shall be not more than the following:
(a) 200 mm for pipes of nominal internal diameter 80 to 150 mm.
(b) 150 mm for pipes of nominal internal diameter 200 to 350 mm.
(c) 010 mm for pipes of nominal internal diameter 400 and above.
The pitch shall also be not less than the maximum size of aggregate plus the diameter of
reinforcement bar used.
If so required by the purchaser, the manufacturer shall give a certificate indicating the details
relating to quality quantity and dispersion of steel in the pipe as well as the clear cover to the
steel provided in the pipe.
ENDS OF PIPES: - The ends of concrete pipes shall be suitable for butt and joints for all
classes of pipe. Dimensions of collars shall be according the details given in table-2 the
reinforcement for the collars shall be as given in table-2. The end of the collar
reinforcement shall have a full ring at both ends and the longitudinal reinforcement shall
be proportional to the length of the collar.
TABLE – 1 : Attached Separately
TABLE – 2 : Attached Separately
COVER: The minimum clear cover for reinforcement in pipe and collars shall be as given below.
Barrel thickness Minimum clear cover.
(1) Up to and including 25 mm
(2) Over 25 mm and up to & including 30 mm
(3) Over 30 mm and up to & including 75 mm
(5) At the end of longitudinal
3. MANUFACTURE:
The methods of manufacture shall be such that the form and the dimensions of the
finished pipe are accurate within the limit specified in Indian Standard No.458. The surface
and edges of the pipes shall be well defined and true and their ends shall be square with the
longitudinal axis. The ends of the pipes shall be further reinforced by an extra ring of
reinforced to avoid breakage during transportation.
(B) CONCRETE MIXING:
Concrete shall normally be mixed in a mechanical mixer. Mixing shall be continued until
there is a uniform distribution of the materials and the mass in uniform in colour and
consistency, but in no case shall the mixing be done for less than two minutes.
The concrete shall be placed before setting has commonced. It shall be ensured that the
concrete is not dropped freely so as to cause segregation. The concrete shall be consolidated
by spinning, vibrating, spinning combined with vibrations, or other appropriate mechanical
(C) REINFORCEMENT CAGES:
Reinforcement cages for pipes shall extend throughout the pipe barrel and shall be wound
round normal collassible frames or drums. The cages shall consists of spiral or rings and
straight of an nailed wire cold drawn wire or mild steel rod and may be circular cages shall
be placed symmetrically with the thickness of the pipe wall.
The spiral shall end in a complete ring at both the ends of a pipe.
Pipes having barrel thickness 010 mm and above shall have double reinforcement cage
and the amount of spiral steel in the outer cage shall be 75 percentage of the mass of spiral
steel in the inner cage, while the total conform to requirements specified in the relevant
table of this standard.
The mass of longitudinal in the outer cage and inner cage should be the same that is equal to
half the total mass of longitudinal specified in the relevant tables.
Diagonal reinforcement may be provided in pipes for which the cages are not welded so as
to help in binding the cage securely. It shall however be ensured that the clear cover
for any reinforcement is not below the limit specified. The diagonal reinforcement is a
process requirement and shall not be counted against longitudinal and spiral reinforcement.
It is preferable that single reinforcement case should be located near the inner surface of the
pipe with adequate clear cover.
(i) Water Curing :
Pipes manufactured in compliance with this standard shall be cured by immersion in
water for a period of not less than two weeks in case of pipes made from ordinary
Portland cement or 43 grade ordinary Portland cement, pipes may be water cured by
immersing in water covering with water saturated material or by a system of perforated
pipes, mechanical sprinklers porous hose, or by any other approved method that will keep
pipe during the specified curing period. In the case of large pipe projecting partly above
water level, the projecting portion shall be kept wet by any suitable means.
(ii) Steam Curing:
Steam curing of concrete pipes may be permitted provided the requirement of pressure
and non-pressure stream curing is fulfilled and pipes conform to the requirements
of this specification.
WORKMANSHIP AND FINISH:
Pipes shall be straight and free from cracks excepting craze cracks. The ends of the pipes
shall be square with their longitudinal axis so that when placed in a straight in the trench
on opening between ends in contact shall exceed 3 mm in pipes up to 600 mm diameter
(inclusive) and 6 mm in pipes larger than 600 mm diameter.
The outside and inside surface of the pipes shall be smooth, dense and hard and shall
not be coated with cement wash or other preparation unless otherwise agreed to between
the purchaser and the manufacture or supplier. For better bends inner surface of the collar
may be finished rough.
The pipes shall free from defects resulting from imperfect grading of the aggregate mixing
or moulding. Pipes shall be free from load bents or bulges greater than 3.00 mm in depth
and extending ever a length in any direction greater than twice the thickness of barrel. Pipes
may be repaired, if necessary, because of accidental injury during manufacture or handling
and shall be accepted if in the opinion of the Corporation the repairs and mould and
appropriately finished and cured and the repaired pipe forms to the requirements of this
Deviation from Straight : The deviation in straight in any pipe throughout its effective
length, tested by means of rigid straight edge parallel to the longitudinal axis of the pipe
shall not exceed, for all diameters 3 mm for every meter run.
All pipes for testing purpose shall be selected at random from the stock of the manufacturer
and shall be such as would not otherwise be rejected under this standard.
At production of each lot of pipe of each diameter the testing shall be done for each lot of
pipes as per I.S. 3597-1998 & 458-1988.
(A) The number of test specimens shall be taken as per table No.1 The following test shall be
carried out for each lot.
(1) Three-edge bearing test or load test.
(2) Hydrostatic test.
(3) Dimensions.
(4) Workmanship & finish.
(1) Three edge bearing test or load test:
Load shall be taken as per table-2
1.1.1 Testing Machine: - Any mechanical or hand-powered device may be used in which the head
that applies the load moves at such a speed as to increase the load at a uniform rate of
approximately 200 percent of the expected crushing load per liner metre per minute. The
loading device shall be calibrated within an accuracy of + / - 2 percent. The testing machine
used for the load tests should produce a uniform deflection throughout the full length of
the pipe and shall be so substantial and rigid throughout, that the distribution of the test
load along the length of the barrel of the pipe will not be appreciably affected by the
deform or yielding or any part of the machine during the application of the load lower and
upper bearing shall be as per I.S. 3597-1998.
1.1.2 The equipment shall be so designed that the load will be distributed about the centre of
the overall length of all pipe. The load may be applied either at a single point or at multiple
points dependent on the length of the pipe being tested and the rigidity of the test frame.
1.1.3 Procedure :
The specimen shall be placed on the two bottom bearing strings in such a manner that the
pipe rests firmly and with the most uniform possible bearing on each strip for the full
length of the pipes less the socket portion, if any.
If mutually agreed upon by the manufacturer and the Corporation prior to the test, before
the pipe is placed, a fillet of plaster of Paris not exceeding 25 mm in thickness may be cost on
the surface of the upper and lower bearings. The width of the fillet cap, top or bottom, shall
be not more than 25 mm per 300 mm diameter, but in no case less than 25 mm. .LM
1.1.3.2 Each end of the pipe at a point mid-way between the lower bearing strips shall be marked
and then diametrically opposite points thereof shall be established. The top bearing block
shall be so placed that it contracts the two ends of the pipe at these marks. After placing the
specimen in the machine on the bottom strips, the top bearing shall be symmetrically aligned
in the testing machine. Load shall be applied at the rate indicated in 1.1 until either the
formation of a 0.25 mm wide crack or ultimate strength load, as may be specified, has
been reached. If both the 0.25 mm crack and ultimate load are required, the specified rate of
loading need not be maintained after the load at 0.25 mm crack has been determined.
1.1.3.3 The 0.25 mm crack load is the maximum load applied to the pipe before a crack having a
width of 0.25 mm measured at close intervals, occurs throughout a length of 300 mm or
more. The crack shall be considered 0.25 mm in width when the point of the measuring
gauge penetrates 1.5 mm at close intervals throughout the specified distance of 300 mm.
The ultimate load will be reached when the pipe will sustain no greater load.
1.1.3.4 Calculation: The crushing strength in Newton per linear metre of pipe shall be calculated by
dividing the total load on the specimen by the nominal laying length.
NOTE: - In most machines the total load will include the dead weight of the top bearing plus
the load applied by the loading apparatus.
2. HYDROSTATIC TEST:
2.1 Test Specimen: The specimens for determination of leakage under internal hydrostatic
pressure shall be sound surface dry and full-size pipe.
2.2.1 The pipe shall be supported in such a way so that the longitudinal axis is approximately
horizontal and the exterior surface excepting the supports can be examined readily.
2.2.2 The equipment for making the test shall be such that the specimen under test can be
filled with water to the exclusion of air and subjected to the required hydrostatic pressure.
Apply hydrostatic pressure to the whole pipe including the portion of socket and rebated
joints that is subjected to pressure in the "as laid" condition.
2.2.3 The specimen shall be filled with water and the air expelled. Pressure shall be applied
gradually the inside of the pipe until the specified test pressure is reached. The test pressure
shall be maintained for 2.5 seconds per millimeter thickness of the pipe.
2.2.4 The specimen under test shall show no signs of leakage either in the barrel or socket.
Moisture appearing on the surface of the specimen in the form of patches shall not be
considered as leakage. If during the test, beads of water appear on the specimen for an
additional period equal to the initial period required for the test and the specimen shall be
accepted if the beds do not grow on run.
2.3 The NP3 and NP4 class R.C.C. Pipes shall be capable of withstanding a test pressure of
Kg/Sq.cm. (7.0 m head)
3.1 Pipes :- The internal diameter, wall thickness and length of barrel and collar of pipes,
the minimum reinforcements and strength test requirements for the six classes of pipe
shall be as specified in Table-2. For collar jointed pipes, effective length shall be 2 mt or
mt. up to 250 mm nominal diameter pipes and 2.5, 3.0, 3.5 or 4.0 mt. for pipes above
mm nominal diameter.
3.2 Tolerances: - The following tolerances shall be permitted:
Dimensions Tolerances
(A) Overall length : +/- 1 percent of standard length.
(B) Internal diameter of pipes or
1) Up to and including 300 mm : +/-3 mm
2) Over 300 mm and up to and : +/-
including 600 mm.
3) Over 600 mm and up to and : +/- 7 mm including 1200 mm.
(C) Barrel wall thickness
1) Up to and including 30 mm : + 2 mm
2) Over 30 mm and up to and : - 1.5 mm
including 50 mm. + 3 mm
3) Over 50 mm and up to and : + 4 mm
including 65 mm. - 2.5 mm
4) Over 65 mm and up to and : + 6 mm
including 80 mm. - 3 mm
5) Over 80 mm and up to and : + 6 mm
including 95 mm. - 3 mm
6) Over 95 mm : + 7 mm
(4) SAMPLING AND INSPECTION:
(A) LOT : In any consignment, all the pipes of same class, same size and belonging to the
same mix of concrete shall be grouped together to constitute a lot for ascertaining the
conformity of material to the requirements of this specification, samples shall be tested for
each lot separately.
The No. of pipes to be selected from the lot shall depend on size of the lot and shall be
according to the table below.
SCALE OF SAMPLING AND PERMISSIBLE NUMBER OF DEFECTIVES
No. of pipes in lot FOR REQUIREMENTS UNDER 3 & 4 SAMPLE SIZE FOR TEST EXCLUDING
Permissible Number ULTIMATE LOAD TEST
Sample size of defectives
500 and above 50 5
(B) NUMBER OF TESTS AND CRITERIA FOR CONFORMITY:
(i) All the pipes selected according to above table shall be inspected for dimensional
requirements, finish and deviation from straight. A pipe failing to satisfy one or more of
these requirements shall be considered as defective.
(ii) The lot shall be declared as conforming to these requirements if the number of defectives
found in the sample does not exceed the number of defectives given in Col.3
(iii) The lot having found satisfactory shall be further subjected to the tests except ultimate load
test for this purpose, the number of pipes given in Col.4 of above table shall be selected from
The following information be clearly marked on each pipe.
(a) Class of pipe.
(b) Date of manufacture and
(c) Name of manufacturer or his registered trade mark or both.
(d) Dia of pipe.
The above information shall be clearly marked on outside only for pipes up to 350 mm and
including 350 mm internal diameter and both outside and inside for pipes above 350 mm
internal diameter.
Design and strength test requirements of concrete pipes of class NP3.
Reinforced concrete - Medium duty Non-pressure pipes.
Nominal Barrel wall Reinforcement Strength test
Internal thickness Longitudinal mild steel or Spiral hard requirements for three
Diameter hard drawn steel drawn Kg./ edge bear test
of pipes Minimum Kg/Linear Linear meter Load to Ultimate
meter produce load
0.25 mm Kn/Linear
NOTE : 1 : The actual internal diameter is to be declared by the manufacturer and the tolerance
is to be applied on the declared diameter.
NOTE : 2 : The longitudinal reinforcement given in this table is valid for pipes up to 2.5 mt effective
length for internal diameter of pipe up to 250 mm and upto 3 mt. effective length
for higher diameter pipes.
NOTE :3 : Concrete for pipes above 1800 mm nominal diameter shall have a minimum
compressive strength of 35 N/Sq.mm. at 28 days.
NOTE : 4 : If mild steel is used for spiral reinforcement, the weight specified in col.5 shall be
measured to 140/125.
NOTE : 5 : Total mass of longitudinal reinforcement shall be calculated by multiplying the value
given in Col. By the length of pipe and then deducting for the cover length provided at
Design and strength test requirements of concrete pipes of class NP4.
Reinforced concrete - Heavy duty Non-pressure pipes.
Nominal Barrel wall Reinforcement Strength test
Internal thickness Longitudinal mild steel or Spiral hard requirements for three
Diameter hard drawn steel drawn Kg./ edge bear test
of pipes Minimum Kg/Linear Linear Load to Ultimate
meter meter produce load
0.25 mm KN/Linear
NOTE : 1 : The actual internal diameter is to be declared by the manufacturer and the tolerance
is to be applied on the declared diameter.
NOTE : 2 : The longitudinal reinforcement given in this table is valid for pipes up to 2.5 mt effective
length for internal diameter of pipe up to 250 mm and upto 3 mt. Effective length
for higher diameter pipes.
NOTE :3 : Concrete for pipes above 1800 mm nominal diameter shall have a minimum
compressive strength of 35 N/Sq.mm. At 28 days.
NOTE : 4 : If mild steel is used for spiral reinforcement, the weight specified in col.5 shall be
measured to 140/125.
NOTE : 5 : Total mass of longitudinal reinforcement shall be calculated by multiplying the value
given in Col. By the length of pipe and then deducting for the cover length provided at
DESIGN REQUIREMENTS OF REINFORCED CONCRETE COLLARS FOR PIPES OF NP3 AND NP4 CLASS
Nominal COLLAR DIMENSIONS REINFORCEMENTS
Internal Minimum Minimum Minimum Longitudinal Mild steel Spiral hard
Diameter of caulking thickness Length or hard weight Kg/ drawn steel
pipes space drawn collar Kg/ Collar
NOTE : 1 : Collars for sizes 2200 mm and above shall be made out of mild steel plate of 6 mm
thickness, steel conforming to IS:226-1975 with outside painted.
NOTE : 2 : If mild steel is used for spiral reinforcement, the weight specified in Co.7 shall be
increased by factor 140/125.
NOTE : 3 : Soft grade mils steel wire for spirals may be used for collars of pipes of internal
diameter up to 150 mm only by increasing weight by a factor 140/84.
DESIGN AND STRENGTH TEST REQUIREMENTS OF PIPES OF CLASS NP2 REINFORCED CONCRETE
LIGHT-DUTY, NON-PRESSURE PIPES.
Barrel Collar Dimension Longitu Spiral Strength test requirement
Dimension dinal
Load to produce 0.25 mm crack
steel at Hard grad
permiss drawn mild
Load to produce 0.25 mm crack
ible steel steel
stree of wire at wire
Intnal Diameter of pipe
1.265 permiss perm
Minimum thick-ness
Minimum thick ness
Kg/SQ.C ioner ission
(Sand bearing test)
Minimum caulking
m m m Liner m Liner m
NOTE :- If steel wires are used as longitudinal reinforcement, the weight specified in Column 7 shall
be modified by a factor 1 265/1
NOTE :- If mild steel is used for spiral reinforcement, the weight specified under Column 8 shall be
increased to 1 400/1
NOTE :- Use of soft grade mild steel wire for spiral reinforcement is not recommended for pipes of
internal diameter larger than 150 mm.
TERMS AND CONDITIONS OF CONTRACT FOR SUPPLYING NP3 AND NP4 CLASS SPIGOT
SOCKET FLUSH TYPE RUBBER RING JOINTS R.C.C. PIPES AND SPECIALS
1. The pipes and special mentioned in Schedule `B' attached herewith shall be delivered on site
as shown by the Executive Engineer, East (Varachha) Zone-A or stacked in the Company's
premises till required by the Executive Engineer, East (Varachha) Zone-A.
2. The rates per meter for the supply of pipes of different categories shall include the cost of
necessary collars requires to be supplied along with each pipe length and specials. The
collars shall be machine moulded. Hand moulded collars shall not be accepted.
3. The company will have to make their own arrangement for procuring steel and wire etc.
required for the said works. The company shall neither claim any rise in rates due to any
causes whatever for the supply of pipes and specials mentioned in schedule under Para (1)
Nor shall the Municipal Corporation claim and reduction in rates for the same due to any
causes whatsoever.
4. The pipes etc. shall manufactured to the I.S. specification 458- 1988 with the latest
5. At production of each lot of pipe of each size, the Contractor shall send the letter of offer for
testing of pipes of Executive Engineer, East (Varachha) Zone-A. The authorized
representative of Executive Engineer, East (Varachha) Zone-A shall test the pipes as per I.S.
3597-1998 & I.S. 458-1988 with latest amendments.
6. The Contractor shall use the reinforcement as specified in I.S. 458-1988 with latest
amendment. 2% of the pipes may be broken to ascertain the weight of steel and if not found
in accordance with I.S. Specification the whole lot shall be rejected or the payment shall be
made at the reduced rate as settled by the Commissioner, S.M.C. The cost on the pipe
broken for inspection shall be born by the Contractor in any case.
7. The successful tenderer shall deposit a sum equal to 2% of the tendered amount with the
Surat Municipal Corporation for due fulfillment of various terms and conditions of contract
and the same shall be returned to the company on presentation of certificate from the
Executive Engineer, East (Varachha) Zone-A that the terms and conditions of the contract
has been fulfilled.
8. If the company do not abide by any of the terms of the agreement, the Municipal
Corporation will have the right to cancel the contract by giving 15 days notice and the
amount of 2% of Security Deposit shall be forfeited to the Municipal Corporation for the
breach of the contract. The company shall further be liable to pay extra cost that right be
incurred by the Municipal Corporation for the purchase of pipe and specials from any other
9. The Municipal Corporation is at liberty to curtail the quantity of pipes of each category as per
the requirements.
01. The pipes shall have to be supplied within the time as shown in Memorandum (Failing which
the Municipal Corporation shall be at liberty to penalty clause. The time limit shown in
memorandum status from the date of placing order.
TABLE-14: SPIGOT AND SOCKET DIMENSIONS OF NP2 AND NP3 CLASS PIPES (RUBBER RING ...... ON JOINT)
FROM 80 TO 900 MM DIAMETER
Pip Ru Rub T RS DS D D D R LSD K N LT HT LSP P S H X W RI
e bb ber S1 S2 S3
ALL DIMENSIONS IN MILIMETERS
1. Corners to be rounded off.
2. The dimensions DS2, DS3, LSP, IS, T, H, S, HT and K shall conform to the values given in this table as
these are critical dimensions. Other dimensions are for guidance only. The following tolerance
shall supply on the critical dimensions.
Dimensions Tolerances
T and GT same as that of barrel wall thickness given in
TS and H half the tolerance on barrel wall thickness given in
DS2, DS3, The tolerance, in mm shall be as given below:
Chard DS2 DS3 LSP K S
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TYPICAL A TYPE CIRCULAR MANHOLE.pdf
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PROHIBITION OF EMPLOYEMENT RULES 2013.pdf
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