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Tender Value
₹40.6 Cr
EMD Value
₹40.6 L
Closing Date
4 Jul 2026, 6:00 pm
Executive Engineer, Solid Waste Management Department Department.
Design, Build, Erection, Commissioning, Operation and Maintenance of 200 TPD Capacity Municipal Solid Waste to Compost Processing Plant at Dumpsite Near Nari Using Scientific Method Conforming to SWM Rules 2026 Under Swachh Bharat Mission 2.0 For Bhavnagar Municipal Corporation.
311258
BMC/SWM/2026-27/05
Open
Solid Waste Management
Bhavnagar
8 documents required · 8 mandatory
₹18,000
Municipal Commissioner, Bhavnagar Municipal corporation, Bhavnagar
₹40.6 L
5 Jun 2026
5 Jun 2026
5 Jun 2026
4 Jul 2026
5 Jun 2026
DATE OF SUBMISSION OF TECHNICAL BID, From Dt. 04/06/2026 to Dt.10/07/2026 Up to 17:00
TENDER FEES, EMD AND OTHER Hour
DOCUMENTS IN HARD COPY
VERIFICATION OF SUBMITTED From Dt. 10/07/2026 Onwards
DOCUMENTS (EMD, E-TENDER FEE, ETC.)
OPENING OF ONLINE TENDER From Dt.10/07/2026 Onwards
ESTIMATED AMOUNT Rs. 40,58,57,192.31/-
DOCUMENT FEES Rs. 18,000/-
TO BE SUBMITTED TO:
Executive Engineer
Bhavnagar Municipal Corporation
Sir Mangalsihji Road, Kalanala, Bhavnagar-364001
Waste to Compost Tender
TABLE OF CONTENTS
ANNEXURE – III: LIST OF SIMILAR PROJECTS DONE IN LAST SEVEN YEARS ..................................................
ANNEXURE – V: PHOTOGRAPHS OF PARTNERS, MANAGING DIRECTOR .....................................................
ANNEXURE – VIII: IMPORTANT INSTRUCTION TO TENDERER ......................................................................
ANNEXURE-XII STATEMENT SHOWING EXISTING COMMITMENTS & ONGOING WORKS: .....................
4 GENERAL RULES AND DIRECTIONS FOR THE GUIDANCE OF CONTRACTORS .......................................
13 PAYMENT TERMS FOR PROCESSING OF FRESH MUNICIPAL SOLID WASTE .......................................
14 PAYMENT TERMS FOR CIVIL WORK FOR SOLID WASTE DISPOSAL SITE:............................................
BHAVNAGAR MUNICIPAL CORPORATION Page
Waste to Compost Tender
NOTICE INVITING TENDER
Tender Notice No. BMC/SWM/2026-27/05 Date: 04/06/2026
Organization Name Bhavnagar Municipal Corporation
Department Name Solid Waste Management Department
Scope of Work Design, Build, Erection, Commissioning, Operation and Maintenance of 200 TPD
Capacity Municipal Solid Waste to Compost Processing Plant at Dumpsite Near
Nari Using Scientific Method Conforming to SWM Rules 2026 Under Swachh
Bharat Mission 2.0 For Bhavnagar Municipal Corporation.
Tender Type Open NCB
Bidder Nationality Indian
Type of Contract Work
Bidding Currency Indian Rupees
Joint Venture Allowed (02 Agencies / Members / firm)
Schedule of Pre-bid Meeting / Online Query From Dt.04/06/2026 to
E-Tender Dt.11/06/2026 Up to 18.00 Hour
on email address
[email protected] in only.
Document downloading last date & From Dt. 04/06/2026 to Dt.
time 04/07/2026 Up to 18:00 Hour
Last date & time of online Bid From Dt. 04/06/2026 to Dt.
submission 04/07/2026 Up to 18:00 Hour
Physical submission of EMD, Document At the office of Executive Engineer
Fee, PQ bid, Technical bid and (Solid Waste Management
Supporting documents Department), Bhavnagar Municipal
Corporation, Mahanagar Seva Sadan,
Bhavnagar - 364001 through
RPAD/Speed Post through postal
authority only.
Opening of PQ (Technical) Bid (Online) Dt.10/07/2026 (if possible)
Opening of Price Bid (Online) Intimated later (Online)
Bid validity period 180 days from opening of Price- Bid
For Establishment and Commissioning 12 Months (Including Monsoon)
Project Duration for Processing 03 Years (Including Monsoon)
Payment Details Document Fee Rs. 18,000/- in the form of valid
Demand Draft/s Banker's Cheque in
favour of “Municipal Commissioner,
Bhavnagar Municipal Corporation”
payable at Bhavnagar.
EMD Total amount of EMD Rs. 40,59,000/-
EMD Total amount of EMD Rs. 40,59,000/-
in the form of valid Demand Draft/
Banker's Cheque in favour of
“Municipal Commissioner,
Bhavnagar Municipal Corporation”
payable at Bhavnagar.
Estimated Value Rs. 40,58,57,192.31 /-
General Terms & Bidders who wish to participate in this E-Tender will have to procure valid digital
Conditions certificate as per information Technology Act 2000. Bidders can procure this
certificate from any of the Government approved certifying agency i.e. (n) Code
BHAVNAGAR MUNICIPAL CORPORATION Page
Waste to Compost Tender
Bidders shall upload the tender documents after submitting the DD details for
tender fees and EMD details online. The Demand Draft toward Tender
Document fees can be submitted along with Earnest Money Deposit before the
due date as specified above. This should be as per details given online and it
should be drawn before last date of the uploading of the tender. The intending
bidders shall have to submit the following documents along with the EMD. The
Bidder should submit all the forms electronically only.
(a) The CD containing technical & financial details required for evaluation
dully digitally signed.
(b) Power of attorney.
(c) Company’s profile and certificate of registration of company under the
(d) All documents must be colored scanned to be seen as original.
Scanning in black and white or gray shall not be acceptable.
(e) All the original documents must be notarized with clearly displaying
stamps, number and name of the notary. The xerox copies shall be
self-attested by the bidder.
(f) Price Bid shall have to be quoted strictly online only. No hard copy of
the price bid shall be accepted.
(g) All documents related to qualification shall be submitted online only,
submission made in physical format later (apart from documents
asked in hard copy by BMC) shall not be considered as part of bid.
(h) Addenda/corrigenda to these tender documents, if issued must be
signed and submitted online only.
(i) As per BMC Account Department Circular Ref. No. 657, dated
12/07/2023, fixed deposits or bank guarantees of State Bank of India
will not be accepted.
DOWNLOAD OF TENDER DOCUMENT: -
The tender document for this work is available only in electronic format which
can be download free of cost by the bidder.
SUBMISSION OF TENDER: -
Tenderer shall submit their offer in electronic format on above mentioned
website on or before the scheduled date and time as mentioned, after Digitally
Signing the same. No price bid in physical form will be accepted and any such
offer if received by BHAVNAGAR MUNICIPAL CORPORATION will be out rightly
rejected. Bidder shall have to submit separate account payee DD/ Banker's
Cheque for Tender Fee & EMD drawn in favour of The Commissioner,
Bhavnagar Municipal Corporation
OPENING OF TENDER: -
The Technical Bid will be opened on the specified date online on website
https:// tender.nprocure.com Bidders or their representative who wish to
participate in online tender opening can log on to https:// tender.nprocure.com
on the due date and time, mark their presence and participate in online tender
opening. Bidders who wish to remain present at BHAVNAGAR MUNICIPAL
CORPORATION, Solid Waste Management Department at the time of tender
opening can do so. Only one representative of each firm will be allowed to
remain present.
Information for online 1. Internet site address for e-Tendering activities will be https://
participation tender.nprocure.com
2. Interested bidders can view detailed tender notice and download tender
documents from the above-mentioned website.
BHAVNAGAR MUNICIPAL CORPORATION Page
Waste to Compost Tender
3. Bidders who wish to participate in online tender must register with the
website through the “New User Registration” link provided on the home
page. Bidder will create login id & password on their own in registration
4. Bidders who wish to participate in this tender need to procure Digital
Certificate as per Information Technology Act-2000 using that they can
digitally sign their electronic bids. Bidders can procure the same from any
of the CCA approved certifying agencies, or they may contact (n) code
Solution at below mentioned address and they will assist them in procuring
the same. Bidders who already have a valid Digital Certificate need not to
procure the same. In case bidders need any clarification regarding online
participation, they can contact
M/S (n)code Solution
301, G.N.F.C. Info Tower,
Near grant Bhagwati Hotel,
Ahmadabad 380015, India.
URL: https:// tender.nprocure.com
5. Bidders who wish to participate in e-Tender need to fill data in predefined
forms of tender fee, EMD, PQ (Technical) or experience details and Price bid
6. Bidder should upload scan copies of reference documents in support of
their eligibility of the bid.
7. After filling data in predefined forms bidders need to click on final
submission link to submit their encrypted bid.
Bidder should also submit Document Fees, EMD, Technical bid document &
Reference Documents in hard copy if such instructions are given by the
tendering authority.
Executive Engineer
Solid Waste Management
BHAVNAGAR MUNICIPAL CORPORATION
BHAVNAGAR MUNICIPAL CORPORATION Page
Waste to Compost Tender
PRE-QUALIFICATION BID (Volume I)
BHAVNAGAR MUNICIPAL CORPORATION
BHAVNAGAR MUNICIPAL CORPORATION Page
Waste to Compost Tender
BHAVNAGAR MUNICIPAL CORPORATION intends to carry out the “Design, Build, Erection, Commissioning,
Operation and Maintenance of 200 TPD Capacity Municipal Solid Waste to Compost Processing Plant at
Dumpsite Near Nari Using Scientific Method Conforming to SWM Rules 2026 Under Swachh Bharat Mission
2.0 For Bhavnagar Municipal Corporation.” Post-qualification process for selection of Contractors for the
civil works and allied electrical work etc. will lay high emphasis on the ability and competency of contractors
to do high quality work within the given time schedule. Details of project is as under
Sr. Estimated cost
Short Description Period of completion
1 Design, Build, Erection, Commissioning, For Establishment and 40,58,57,192.31 /-
Operation and Maintenance of 200 TPD Commissioning (Capital
Capacity Municipal Solid Waste to work) = 12 Months
Compost Processing Plant at Dumpsite (Including Monsoon)
Near Nari Using Scientific Method
Conforming to SWM Rules 2026 Under For Processing = 03 Years
Swachh Bharat Mission 2.0 For (Including Monsoon)
Bhavnagar Municipal Corporation.
1. Work shall mean, successfully completed or substantially completed (80% or more work completed) similar
works during last seven years ending last day of month previous from date of submission of tender.
2. All the information shall have to be filled in the prescribed statement wherever mentioned.
3. Bidder should be either registered “AA” class contractor OR may do JV with construction agency with has
experience of R.C.C. frame structure / MS Frame Structure / Industrial Structure and registration of “AA” Class
issued by any other State / Central / Local self-Government or Equivalent authority in appropriate class.
4. All the details required in the prescribed statement shall have to be duly filled up. No information shall be left
out. Relevant item without required information shall not be considered for evaluation.
5. All the required attachments shall have to be invariably attached. Relevant item, without required attachment
shall not be considered for evaluation.
6. BHAVNAGAR MUNICIPAL CORPORATION reserves the right to accept any one or reject all the offers / tenders
without giving any reasons thereof.
7. The details given by the applicants in the post qualification documents will be evaluated as per qualifying criteria;
BHAVNAGAR MUNICIPAL CORPORATION reserves the right to restrict the list of post-qualified applicant to any
number deemed suitable by it. BHAVNAGAR MUNICIPAL CORPORATION’s decision for post-qualifying the
applicants shall be final and binding to all.
8. The Bid and its copy shall be typed or written in English language using indelible ink and signed by the authorized
signatory of the Bidder who shall also initial each page, in indelible ink. Bidder shall duly sign and stamp on right
side bottom corner of each page of bid document. All the alterations, omissions, additions or any other
amendments / Addendum Corrigendum published for this Bid shall be initialed by the authorized signatory.
9. At any time, prior of the last date and time of online submission of Bids BHAVNAGAR MUNICIPAL CORPORATION
may, for any reason, whether at its own initiative or in response to clarifications requested by any Bidder, modify
the tender by issuance of Addenda. All interested Bidder shall have to check the www.nprocure.com. The Bidder
shall not transfer the tender document to another interested party.
10. Conditional tender shall be liable to be rejected.
11. Tender Fee is Non-Refundable.
Executive Engineer
Solid Waste Management
Bhavnagar Municipal Corporation
BHAVNAGAR MUNICIPAL CORPORATION Page
Waste to Compost Tender
2 QUALIFICATIONS OF TENDERERS
In line with the two-envelope bidding process, this section includes Evaluation and Qualification Criteria:
Technical Part; and Financial Part.
The Tenderer shall fulfill the following all requirements / experiences for qualification in its own
1. Notarized copy of the Certificate from Chartered Accountant indicating Average Annual
Financial Turnover during the last 03 years (i.e. 2022-23, 2023-24, 2024-25), ending on
31.03.2025 shall have to be provided so as to ascertain the financial capability of the proposed
Bidder. Bidder must have average turnover of Rs. 12.18 Crore for last three years in to order
to ensure that he is financial capable for processing of waste for next three years.
2. The net worth of the Bidder as on bid due date shall not be less than Rs. 8.12 Crore. Notarized
copy of the Certificate from Chartered Accountant disclosing the same shall also have to be
provided online.
3. The Bidder shall submit Certified copy of a Bank Solvency Certificate of the current year (Not
older than six months), having minimum value equal to Rs. 8.12 Crore from Nationalized
/scheduled bank approved in B.M.C. and should be effective and in force on the last date of
receipt of bids , it will be the responsibility of the bidder to get the extension of the
effectiveness of solvency certificate from corresponding bank , up to the tender validity period
, if the same is getting expired before that , the same should be produced with necessary
extension within 15 days of expiry of such solvency as and when asked by B.M.C., failing which
will be liable for rejection of bid without assigning any reason thereof. (Considering validity six
months old from the date of submission of tender document).
4. Technical Criteria
Bidder should have experience of construction of fresh municipal solid waste processing /
treatment / recycling plant/s and its operation & maintenance of successfully completed or
substantially completed (80% or more work completed) similar works during last seven years
ending last day of month previous from date of submission of tender.
Technical Criteria
The Bidder should have Experience of Design, Build, Operate and Maintenance of One
work equal to or more than Rs. 3,246.86 Lakhs (i.e. 80% of Rs. 4,058.57 Lakhs) fresh
municipal solid waste processing / treatment / recycling plant/s and its operation &
maintenance and scientifically disposal of the screened items in environment friendly way
and as per SWM Rules 2026 Rules, Norms, Act, CPCB Guidelines, NGT Orders etc. in the
last 07 years ending last day of month previous from date of submission of tender in last
Central govt. organization/ State govt. organization /BMC /Municipal Corporations or any
other Agency of Government of India or any of the State Governments / ULBs / Govt /
Municipal Authority within India.
The Bidder should have Experience of Design, Build, Operate and Maintenance of Two
work equal to or more than Rs. 2,029.29 Lakhs (i.e. 50% of Rs. 4,058.57 Lakhs) fresh
municipal solid waste processing / treatment / recycling plant/s and its operation &
maintenance and scientifically disposal of the screened items in environment friendly way
and as per SWM Rules 2026 Rules, Norms, Act, CPCB Guidelines, NGT Orders etc. in the
last 07 years ending last day of month previous from date of submission of tender in last
Central govt. organization/ State govt. organization /BMC /Municipal Corporations or any
other Agency of Government of India or any of the State Governments / ULBs / Govt /
Municipal Authority within India.
BHAVNAGAR MUNICIPAL CORPORATION Page
Waste to Compost Tender
The Bidder should have Experience of Design, Build, Operate and Maintenance of Three
work equal to or more than Rs. 1,623.43 Lakhs (i.e. 40% of Rs. 4,058.57 Lakhs) fresh
municipal solid waste processing / treatment / recycling plant/s and its operation &
maintenance and scientifically disposal of the screened items in environment friendly way
and as per SWM Rules 2026 Rules, Norms, Act, CPCB Guidelines, NGT Orders etc. in the
last 07 years ending last day of month previous from date of submission of tender in last
Central govt. organization/ State govt. organization /BMC /Municipal Corporations or any
other Agency of Government of India or any of the State Governments / ULBs / Govt /
Municipal Authority within India.
Bidder should have responsibly disposed Refuse Derived Fuel (RDF) to the quantity
equivalent or more than to 14,600 MT to Cement plants / Waste to Energy (WTE) plants
/ any other industries in any 01 year during the last 07 years ending last day of month
previous from date of submission of tender. DOCUMENTS TO BE SUBMITTED IN SUPPORT
of above Criteria as Co-processing certificates issued by the consumer with Certificates
issued by the Urban or Local Bodies confirming the same, signed by officer above or equal
to the rank of Executive Engineer.
Bidders are required to submit the corresponding Work Order copies &
Execution/Completion Certificates from ULB in India.
If the work is done on any PPP models, then the capital cost of the project shall have to
be certified by a Chartered Engineer along with the purchase invoice and the same shall
have to be submitted with the tender.
If no agency/bidder is found to be not qualified, the tender will be re-invited.
The applicant should specifically note that all information given including those in the
form of various formats must be supported by certificates from respective authorities
of Government, Semi Government, ULBs (Urban Local Bodies) only (Should be signed
and stamped by officer not below the rank of Executive Engineer or equivalent) duly
Available Bid Capacity (ABC) – must be more than the estimated tender cost.
Note: Available Bid Capacity (ABC) will be derived by the following method. ABC is
calculated as ABC=2*A*N-B
A = Maximum value of works executed in any one year during the last Seven (7) years
(updated to present price level by applying enhancement factor) taking in to account the
completed as well as works in progress.
N = Number of years prescribed for completion of the works for which tenders are invited
B = Value of existing commitments and on-going works to be completed during that
next N year (period of completion of the works for the tenders are invited.)
Note: The statements/certificate showing the value of existing commitments and
ongoing works as well as the stipulated period of completion remaining for each of the
works listed should be signed by the respective Employer or his authorized
representative, not below the rank of an Executive Engineer or equivalent.
A. Consortium / Joint Venture
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Waste to Compost Tender
a) Joint Venture / Consortium is allowed between maximum 02 Agencies / Members / firm.
b) In case Bidder is forming a Consortium, all the Eligibility related to Technical and Financial
Capacity has to be fulfilled cumulatively / collectively by the Consortium/ Joint Venture
c) Joint Venture / Consortium Members as a part of the Consortium agreement shall declare and
nominate the leader of Consortium who will be deemed to be prime bidder.
d) Joint Venture / Consortium agreement shall clearly and unambiguously specify the roles, duties
and responsibilities of each of the Consortium members including binding of all three parties
for execution of the project during its entire concession period.
e) The Consortium agreement shall be notarized, with role and responsibility and their stake in
Consortium must be submitted and the original agreement shall be attached with the
qualification bid and shall not be modified and amended without prior approval of the
BHAVNAGAR MUNICIPAL CORPORATION during the entire period of contract performance.
f) Experience of Work Carried out by all Joint Venture / Consortium members will be consider for
Evaluation, subject to the fact that, the Bidder should have clearly mentioned their stake in the
Consortium agreement of the executed Work. If not mentioned, then bidder has to provide
certificate showing work done by each Consortium members (Share / Stake) in said project
issued by Competent Authority (Client).
g) Modification / termination of Consortium partner or Dissolving Consortium before the entire
concession period is not at all allowed. In case it happens by any Consortium members due to
any of the reason, the work shall be terminated with immediate effect and the terms of
Termination for Contractor shall become applicable.
h) Payment shall be made to a prime member in a joint venture/ consortium.
i) Prime member must have MSW processing experience.
B. To meet all financial criteria as indicated in notice inviting tender (NIT), the bidder may consider
following enhancement factors for the cost of works executed and financial figures to arrive at
common base for the value of the works completed in India. Cut of month shall be considered from
month of tender submission.
Year Multiplying Factor
Immediate last year of the assessment year- (Eg. 2024-25)
First -(2023-24)
Second-(2022-23)
Third-(2021-22)
Fourth-(2020-21)
Fifth-(2019-20)
Sixth-(2018-19)
Seventh-(2017-18)
*Here assessment year shall be reckon from year and month in which tender is submitted
C. The experience of Joint Sub-contractors shall not be considered.
D. The Bidder should submit the list of the works already completed during last 07 year in prescribed
Performa and attested copies of certificates issued by head of the office concerned for completed
work/work on hand.
E. The Bidder shall submit details regarding the work on hand with the bidder in prescribed Performa.
Attested copies of work orders, interim certificate if any shall also be attached as supporting
documents for above.
F. The Bidder shall submit the attested copy of partnership deed, power of attorney, etc.
G. Even though the Bidder meets the above criteria, they are subject to be disqualified if they have:-
i. Made misleading or false presentations in the forms, statements and attachments submitted in
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Waste to Compost Tender
proof of the qualification requirements; and /or
ii. During verification if it is found from client that of poor performance such as abandoning the
works, litigation history, or financial failure and abnormal delay in work etc.
iii. Being debarred by R & B / PW Dept. or any State/ Central Government department/ULB as on the
date of application - Even if the Consortium is debarred by R & B / PW Dept. or any State / Central
Government department/BMC/ any ULB as on the date of application each partner of Consortium
is considered as debarred.
iv. Regarding Litigation in case where Bidder or Consortium partner is involved in illegal practice like
any activities of corruption, coercive practice or debarred/blacklisted in last 7 years by Any Govt.
/ Organization/ BMC/ any ULB in respect of performance of Bidder / Consortium partner, it is to
state that BMC authority requires that bidders under this contracts, observe the highest
standard of ethics during the procurement and execution of such contracts. In pursuance of this,
(1) Will reject a proposal for award if it determines that the bidder has engaged in any corrupt or
fraudulent practices in competing for this contract or in past history and
(2) Will reject a proposal if it found debarred/black listed by any State Govt. /Govt. of India/ BMC/
RECEIPT OF TENDER DOCUMENTS:
a) Following condition shall supersede relevant condition mentioned elsewhere in the bidding
E.M.D & Tender fee shall be submitted in electronic format through online (by scanning) while
uploading the bid. This submission shall mean that E.M.D & tender fee are received for purpose
of opening the Bid. Accordingly, offer/tenders of those tenders, whose E.M.D & tenders fee is
received electronically, shall be opened. However, for realization of EMD and tender fee, bidder
shall send the EMD as well as Tender fee in original through RPAD/Speed post to reach Solid
Waste management Department (BMC office) From Dt. 04/06/2026 to Dt. 10/07/2026 Up to
18:00 Hour. Punitive action shall be initiated for non-submission of EMD & Tender fees in original
to Solid Waste Management Department (BMC Office) by bidder including abeyance of
registration and cancellation of E- tendering code for one year. 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.”
b) All the technical documents must be Attested which shall be colored scanned to be original and
clearly readable. Documents which are unreadable, scanned in black and white or gray shall not
be acceptable for technical evaluation.
c) The documents submitted by bidders shall be spiral / hard bound. If the technical documents
submitted by bidder found without binding, BMC will not be responsible in case of any document
lost or misplaced.
d) Copy of Agreement, Work Order, Work completion Certificate shall be submitted in English and
Gujarati Language only.
e) Copy of Agreement Work order, Work Completion Certificate, if submitted in other language,
shall be submitted along with translated copy in English Language which shall be certified, duly
signed and stamped from authorized translator and shall get it notarized.
f) Price Bid shall have to be quoted strictly online only. No hard copy of price bid shall be accepted.
g) Addenda/corrigendum to these tender documents, if issued must be signed and submitted online
and in hard copy also.
i. “The following details are to be submitted online on https://tender.nprocure.com:”
1. Scan Copy of All the volumes of Tender Document duly signed and stamped by Bidder.
2. Scan Copy of Tender Fees and EMD.
3. Scan Copy of all the Annexures mentioned in bid along with all necessary supporting documents.
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4. Scan Copy of Necessary Documents, Work Order, Work Completion Certificates etc. (as mentioned
in This Technical Bid).
5. Scan Copy of Addenda and Corrigendum duly signed and stamped by bidder (if any).
ii. “Following Documents shall only be submitted in HARD COPY to BMC by all bidders”
1. Earnest Money Deposit as mentioned in the Tender.
2. Tender fees as mentioned in the tender.
3. Affidavit on Non-Judicial Stamp Paper of Rs. 300/-.
4. Undertaking of not blacklisted on Non-Judicial Stamp Paper of Rs. 300/-.
Technical bid and qualification documents mentioned in the tender and price bid shall not 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.
Tender document, addenda & corrigendum (if any) along with Technical Bid and Qualification Documents
in Hard copy shall be submitted duly signed and stamped only by Successful bidders upon intimation
BHAVNAGAR MUNICIPAL CORPORATION may ask for additional document as and when required for further
clarification in Evaluation of Bid procedure.
Executive Engineer
Solid Waste Management
Signature of the Contractor with seal BHAVNAGAR MUNICIPAL CORPORATION
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Waste to Compost Tender
ANNEXURE – I: GENERAL INFORMATION
All individual firms are requested to complete the information in this form. Individual information should
be provided for all owners or applicants that are partnerships or individually owned firms.
1 Name of firm:
2 Type of firm: Proprietary/ Partnership/ Pvt. Ltd./Public Ltd/NGO/LLP
3 Head office address:
4 Local office address (if any):
5 Mobile: Contact:
6 Landline: Contact:
7 Facsimile: Telex:
9 Place of incorporation / registration: Year of incorporation / registration:
10 Main lines of business:
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ANNEXURE – II: AUDITED FINANCIAL STATEMENTS
1) Bidder shall submit Audited Balance Sheet for last three financial year (i.e. 2022-23, 2023-24, 2024-
25) duly signed and stamped by Chartered Accountant. For Financial Year 2023-24, provisional balance
sheet / unaudited accounts shall be considered.
2) Bidder shall submit Turn over certificate for last three financial year (i.e. 2022-23, 2023-24, 2024-
25) on Chartered Accountant’s letter head duly signed and stamped by Chartered Accountant.
3) Bidder shall submit Solvency Certificate on Bank’s letterhead duly signed and stamped by Bank
4) Solvency Certificate to be submitted by bidder shall not be more than six months old from the date
of submission of tender document.
5) Copy of Pan Card and GST Registration Certificate shall be attached.
6) Bidder shall submit EPF, ESIC, Certificate of Registration, and any other relevant documents /
certificates if any.
Note: Attach true copy
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ANNEXURE – III: LIST OF SIMILAR PROJECTS DONE IN LAST SEVEN YEARS
Please provide information about similar projects completed over the last seven years.
Sr. Name of Engineer responsible for Location and description of Value of contract Date of work Likely
No. Work supervision works Rs. order completion
1. Attested copies of Agreement, Work order, Work Completion certificate (Form 3A) from the
employers for each work separately shall be attached.
2. Work Completion Certificate (Form 3A) or substantially completed (80% or more work completed)
shall be submitted on letterhead of concerned department duly signed and stamped by officer not
below the rank of Executive Engineer. Failing to do so may lead to disqualification.
3. Non-disclosures of any information in the schedule will result in disqualification of the firm.
4. In case of Joint Venture, the above documents for all the members of the Joint Venture shall be
attached in separate page(s) along with bid.
Signature of the bidder
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Waste to Compost Tender
ANNEXURE – IV: HISTORY OF LITIGATION
Applicant should provide information on any history of litigation or arbitration resulting from contracts in
last Seven year or currently under execution.
Year Award for / or Name of Client, cause of Disputed amount in
Against applicant Litigation and matter of dispute Rupees
If the information to be furnished in this schedule is not given and come to the knowledge of BMC
subsequently it will result in disqualification of the bidder.
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ANNEXURE – V: PHOTOGRAPHS OF PARTNERS, MANAGING DIRECTOR
1. I/We agree that the decision of the BHAVNAGAR MUNICIPAL CORPORATION in pre-
qualification/selection of applicants/contractor, phasing of work and in any other project related
matter, will be final and binding the me/us.
2. All the information and date furnished herewith and correct to my/our best of knowledge.
3. I/We agree that we have no objection if inquiries are made about our works, its related areas and
any other inquiry regarding all details, projects and works listed by us in the pre-qualification
document at any state.
4. The above document shall be attached by lead member as well as all the Consortium members
along with bid.
Signature with seal of the company
Name, Designation and Full Address of the signatory with date.
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ANNEXURE – VI: DECLARATION OF THE CONTRACTOR
Name of Work: Design, Build, Erection, Commissioning, Operation and Maintenance of 200 TPD Capacity
Municipal Solid Waste to Compost Processing Plant at Dumpsite Near Nari Using Scientific Method
Conforming to SWM Rules 2026 Under Swachh Bharat Mission 2.0 For Bhavnagar Municipal Corporation.
I / We hereby declare that I / We have made myself / ourselves thoroughly conversant with the local
conditions regarding all materials and labour on which I / We have based my / our rates for this tender.
The specifications and leads on this work have been carefully studied and understood before submitting
I / We undertake to use only the best materials approved by the Engineer or his duly authorized
representative during execution of the work and to abide by the decision.
I / We undertake to execute the work by providing best workmanship quality / line level / plumb etc. during
execution of the work and to abide by the decision.
I / We have understood the schedule of payments and other terms of payments which is accepted by we /
We further testify all information provided in the Tender including the Annexures mentioned in Post
Qualification Bid, Volume – I for the above subjected work are factually correct and any misrepresentation
or concealment if discovered, we understand the same shall result in disqualification as Bidder and the
decision of the Municipal Commissioner, BHAVNAGAR MUNICIPAL CORPORATION shall be final and binding
Signature of Applicant
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ANNEXURE – VII: AFFIDAVIT
1. 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. 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 Seven years, prior to the date of this bid.
3. 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 BHAVNAGAR MUNICIPAL CORPORATION to verify our statements or our competence
and general reputation.
4. The undersigned understands and agrees that further qualifying information may be requested and
agrees to furnish any such information at the request of the BHAVNAGAR MUNICIPAL CORPORATION.
5. The BHAVNAGAR MUNICIPAL CORPORATION 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
Signed by the Authorized signatory of the firm
Title of the office
Name of the firm
Affidavit shall be given on Non-judicial stamp paper of value worth Rs.300/- duly signed by
authorized notary.
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ANNEXURE – VIII: IMPORTANT INSTRUCTION TO TENDERER
1. Affix latest passport size photo of tenderer
Specimen Signature of the Contractor with seal
2. Affix Latest Passport Size Photograph of All Partners in Case of Partnership Agency
Specimen signature of all partners in case of partnership agency.
a._____________________________ Submission of Registered
b._____________________________ Agreement is compulsory
c._____________________________ in case of partnership agency.
3. Submission of GST Registration with proof of residence if applicable for tenderer.
4. In case of Government royalty applicable to tenderer, it is compulsory to submit a receipt of royalty
payment with tender.
5. The Photograph and specimen signature of contractor will be cross checked, whenever contractor
receives payment in account section of BMC.
6. The specimen signature of contractor will be cross checked by Account Department of BMC, in case
of representative of Contractor along with letter of authority of a person who signed an agreement,
receives payment.
7. 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 tender.
The successful tenderer shall be required to execute necessary agreement where in the same partners shall
put on their signatures.
Signature of the Contractor with seal Executive Engineer
Solid Waste Management
BHAVNAGAR MUNICIPAL CORPORATION
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APPENDIX IX:-POWER OF ATTORNEY FOR SIGNING OF BID
(FORMAT FOR POWER OF ATTORNEY FOR SIGNING OF APPLICATION POWER OF ATTORNEY)
Know all men by these presents, we, the undersigned members of the proposed SPV, as mentioned in
…………………………………………………. do hereby constitute, appoint and authorise Mr. /
Ms.……………………………… (name and residential address) who is presently holding the position
of ……………………of ……………… (Company / organization) as our attorney, to do in our name
and on our behalf, all such acts, deeds and things necessary in connection with or incidental to our bid
for the project envisaging public private partnership project in treatment of municipal solid waste in
BMC area; including signing and submission of all documents and providing information / responses to
BMC, representing us in all matters before BMC, and generally dealing with BMC in all matters in
connection with our bid for the said Project.
We hereby agree to ratify all acts, deeds and things lawfully done by our said attorney pursuant to this
Power of Attorney and that all acts, deeds and things done by our aforesaid attorney shall and shall
always be deemed to have been done by us.
………….. (Signature)
(Name, Title and Address) of the Attorney
(Member No. 1) (Name, Title and Address)
(Member No. 2) (Name, Title and Address)
(Member No. 3) (Name, Title and Address)
• To be executed by all the members in case of a Consortium.
• The mode of execution of the Power of Attorney should be in accordance with the procedure,
if any, laid down by the applicable law and the charter documents of the executants (s) and
when it is so required the same should be under common seal affixed in accordance with the
required procedure.
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APPENDIX X: - POWER OF ATTORNEY FOR LEAD MEMBER OF CONSORTIUM
(FORMAT FOR POWER OF ATTORNEY FOR LEAD MEMBER OF CONSORTIUM POWER OF ATTORNEY)
Whereas the Bhavnagar Municipal Corporation (BMC) has invited applications from interested parties
for waste to compost work.
Whereas, the members of the Consortium are interested in bidding for the Project and implementing
the Project in accordance with the terms and conditions of Request for Proposal (TENDER Document)
and other connected documents in respect of the Project, and Whereas, it is necessary under the
TENDER Document for the members of the Consortium to designate one of them as the Lead Member
with all necessary power and authority to do for and on behalf of the Consortium, all acts, deeds and
things as may be necessary in connection with the Consortium’s bid for the Project.
NOW THIS POWER OF ATTORNEY WITNESSES THAT;
M/s………………………………….. (the respective names and addresses of the registered office) do
hereby designate M/s ————————————— being one of the members of the Consortium, as
the Lead Member of the Consortium, to do on behalf of the Consortium; all or any of the acts, deeds
or things necessary or incidental to the Consortium’s bid for the Project, including submission of
application / proposal, participating in conferences, responding to queries, submission of information
/ documents and generally to represent the Consortium in all its dealings with BMC, any other
Government Agency or any person, in connection with the Project, until culmination of the process of
bidding and thereafter till the Concession Agreement is entered into with BMC.
We hereby agree to ratify all acts, deeds and things lawfully done by Lead Member our said attorney
pursuant to this Power of Attorney and that all acts deeds and things done by our aforesaid attorney
shall and shall always be deemed to have been done by us / Consortium.
Dated this the ……Day of …….2026
(To be executed by all the members of the Consortium)
Note: The mode of execution of the Power of Attorney should be in accordance with the procedure, if
any, laid down by the applicable law and the charter documents of the executant(s) and when it is so
required the same should be under common seal affixed in accordance with the required procedure.
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APPENDIX XI: - JOINT BIDDING AGREEMENT
(To be executed on stamp paper of Rs 300/-)
THIS JOINT BIDDING AGREEMENT is entered into on this the ………… day of ………… 20… (the “Agreement”)
1. {………… Limited, a company incorporated under the (Indian) Companies Act, 1956} and having
its registered office at ………… (hereinafter referred to as the “First Part” which expression shall,
unless repugnant to the context include its successors and permitted assigns);
2. ………… Limited, a limited liability company incorporated under the (Indian) Companies Act, 1956}
and having its registered office at ………… (hereinafter referred to as the “Second Part” which
expression shall, unless repugnant to the context include its successors and permitted assigns);
The above-mentioned parties of the FIRST and SECOND PART are collectively referred to as the “Parties”
and each is individually referred to as a “Party”.
A. The Bhavnagar Municipal Corporation, hereinafter referred to as “BMC”) has invited Bids by its
Request for Proposal No. ………… dated ………… for qualifying and selecting bidders for developing
a MSW processing facility for Bhavnagar (the “Project”) through public private partnership;
B. The Parties are interested in jointly bidding for the Project as members of a Consortium (as defined
below) and in accordance with the terms and conditions of the Bidding Documents including the
C. It is a necessary condition under the TENDER that the members of the Consortium shall enter into
a joint bidding agreement and furnish a copy thereof with the Bid.
NOW IT IS HEREBY AGREED as follows:
1. Definitions and Interpretations
In this Agreement, the capitalised terms shall, unless the context otherwise requires, have the
meaning ascribed thereto under the TENDER.
The Parties do hereby irrevocably constitute a consortium (the “Consortium”) for the purposes
of jointly participating in the Bidding Process for the Project.
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The Parties hereby undertake to participate in the Bidding Process only through this Consortium
and not individually and/or through any other consortium constituted for the Project, either
directly or indirectly.
3. Role of the Parties
The Parties hereby undertake to perform the roles and responsibilities as described below.
a) Party of the First Part shall be the lead Member of the Consortium and shall have the
power of attorney from all Parties for conducting all business for and on behalf of the
Consortium during the Bidding Process and until the Appointed Date under the
Concession Agreement when all the obligations of the agreement shall become
b) {Party of the Second Part shall be __________; and}
4. Joint and Several Liability
The Parties do hereby undertake to be jointly and severally responsible for all obligations and
liabilities relating to the Project in accordance with the terms of the TENDER, the Concession
Agreement and for the performance of the Concessionaire’s obligations under the Concession
5. Representation of the Parties
Each Party represents to the other Parties as of the date of this Agreement that:
a. such Party is duly organized, validly existing and in good standing under the laws of its
incorporation and has all requisite power and authority to enter into this Agreement;
b. the execution, delivery and performance by such Party of this Agreement has been
authorized by all necessary and appropriate corporate or governmental action and a copy
of the extract of the charter documents and board resolution/power of attorney in favour
of the person executing this Agreement for the delegation of power and authority to
execute this Agreement on behalf of the Member of Consortium is annexed to this
Agreement, and will not, to the best of its knowledge:
i. require any consent or approval not already obtained;
ii. violate any applicable law presently in effect and having applicability to it;
iii. violate the memorandum of association and articles of association, by-laws or
other applicable organizational documents thereof;
iv. violate any clearance, permit, concession, grant, license or other governmental
authorization, approval, judgment, order or decree or any mortgage agreement,
indenture or any other instrument to which such Party is a party or by which such
Party or any of its properties or assets are bound or that is otherwise applicable to
such Party; and
v. create or impose any liens, mortgages, pledges, claims, security interests, charges
or any other encumbrances or obligations to create a lien, charge, pledge, security
interest, encumbrances or mortgage in or on the property of such Party, except for
encumbrances that would not, individually or in the aggregate, have a material
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adverse effect on the financial condition or prospects or business of such Party so
as to prevent such Party from fulfilling its obligations under this Agreement;
c. this Agreement is the legal and binding obligation of such Party, enforceable in
accordance with its terms against it; and
d. there is no litigation pending or, to the best of such Party's knowledge, threatened to
which it or any of its affiliates is a party that presently affects or which would have a
material adverse effect on the financial condition or prospects or business of such Party
in the fulfilment of its obligations under this Agreement.
This Agreement shall be effective from the date hereof and shall continue in full force and effect
till the full and final satisfaction of all obligations under the Concession Agreement in accordance
with the terms thereof, in case the Project is awarded to the Consortium. However, in case the
Consortium is either not qualified for the Project or does not get selected for award of the Project
as the Successful Bidder, the Agreement will stand terminated, in accordance with the mutual
agreement of the Parties.
7. Miscellaneous
This Joint Bidding Agreement shall be governed by laws of India.
The Parties acknowledge and accept that this Agreement shall not be amended by the Parties
without the prior written consent of BMC.
IN WITNESS WHEREOF THE PARTIES ABOVE NAMED HAVE EXECUTED AND DELIVERED THIS
AGREEMENT AS OF THE DATE FIRST ABOVE WRITTEN.
SIGNED, SEALED AND DELIVERED For and
LEAD MEMBER by:
SIGNED, SEALED AND DELIVERED
For and on behalf of
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SIGNED, SEALED AND DELIVERED
For and on behalf of
In the presence of:
1. The mode of execution of the Joint Bidding Agreement should be in accordance with the procedure,
if any, laid down by the applicable law and the charter documents of the executant(s) and when it
is so required, the same should be under common seal affixed in accordance with the required
2. Each Joint Bidding Agreement should attach a copy of the extract of the charter documents and
documents such as resolution/power of attorney in favour of the person executing this Agreement
for the delegation of power and authority to execute this Agreement on behalf of the Member of
3. For a Joint Bidding Agreement executed and issued overseas, the document shall be legalized by
the Indian Embassy and notarized in the jurisdiction where the Power of Attorney has been
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ANNEXURE-XII STATEMENT SHOWING EXISTING COMMITMENTS & ONGOING WORKS:
[ Use a separate sheet, if necessary]
To be Submitted on Rs. 300/- Stamp Paper
A. ONGOING WORKS
Sr. Name of Name Value of Date of Scheduled Value of Anticipated Remarks
No. Department/ of the the award Date of Remaining date of explaining
Client with Work contract of the completion work to completion reason
Address in Rs. contract of work as be for delay,
per completed if any
Sr. Name of Name of Value of Time Date on Remarks
No. Department/ the Work the period which decision
Client with contract is expected
Note: - Attested copies of work order and completion certificates form client (Not below the rank of
Executive Engineer) have to be attached.
Signature of the Bidder with full Address.
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BHAVNAGAR MUNICIPAL CORPORATION
SOLID WASTE MANAGEMENT
Design, Build, Erection, Commissioning, Operation and Maintenance of 200 TPD
Capacity Municipal Solid Waste to Compost Processing Plant at Dumpsite Near Nari
Using Scientific Method Conforming to SWM Rules 2026 Under Swachh Bharat
Mission 2.0 For Bhavnagar Municipal Corporation.
TENDER NOTICE NO: __/2026 Date: __/__/2026
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TECHNICAL BID (Volume II)
BHAVNAGAR MUNICIPAL CORPORATION
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3 CONTRACT/TENDER FORM
Name of Work : Design, Build, Erection, Commissioning, Operation and Maintenance of 200 TPD Capacity
Municipal Solid Waste to Compost Processing Plant at Dumpsite Near Nari Using Scientific
Method Conforming to SWM Rules 2026 Under Swachh Bharat Mission 2.0 For Bhavnagar
Municipal Corporation.
1. To be Submitted by Tenderer during the prescribed hour at the office of the Executive Engineer,
Executive Engineer (Solid Waste Management Department), Bhavnagar Mahanagar Seva Sadan, Nagar Seva
Sadan, Bhavnagar -
2. Earnest money of Rs. 40,59,000/- should be paid along with tender as under
Full amount of earnest money shall have to be paid by demand draft of any Nationalized Bank/Scheduled
Bank, payable at Bhavnagar in favor of The Municipal Commissioner, Bhavnagar Municipal Corporation
only. The earnest money deposit of successful tenderer shall be released to Contractor only after
successful submission of Initial Security Deposit i.e. 5% Amount in the form of D.D / FDR/BG (As
mentioned in Clause – 1).
4. Total Security Deposit: Refer clause 01 condition of contract Within 15 days after allocation of the work.
5. Penalty for delay: Zero Point One percent (0.1%) of the contract price per day maximum up to ten percent
(10%) of the contract price.
6. The Defect Liability Period shall be for a duration of Three (03) years from the date of successful
completion of the Project Works. This period may be extended by a further two (02) years upon mutual
consent of the Contractor and BMC.
7. Pre-Bid Conference: From Dt. __/__/2026 to Dt. __/__/2026 Up to 11.00 Hour at office of deputy
Municipal Commissioner.
8. Tenders will be opened [tech. bid covers] in the presence of the tenderers who choose to remain present
in the office of tender opening officer.
9. The last date of submission of the tender is From Dt. __/__/2026 to Dt. __/__/2026 Up to 18:00 Hour.
10. Validity period of tender offer 180 days from the last date of submission of price – bid.
Signature of the Contractor with seal Executive Engineer
Solid Waste Management
BHAVNAGAR MUNICIPAL CORPORATION
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4 GENERAL RULES AND DIRECTIONS FOR THE GUIDANCE OF CONTRACTORS
All work proposed to be executed under this 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 Officer authorized by
This form will state the work to be carried out, as well as the date for submitting and opening of
the tender, earnest money to be deposited with the tender, and the amount of 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, octroi dues, ground rents and 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 Executive Engineer,
BHAVNAGAR MUNICIPAL CORPORATION, for the purpose of identification shall also be opened for
inspection by Contractors at the Office of the Executive Engineer, BHAVNAGAR MUNICIPAL
CORPORATION during office hours.
Where the works are proposed to be executed according to the specification recommended
by a Contractor and approved by a competent authority on behalf of the BHAVNAGAR MUNICIPAL
CORPORATION such specification with designs and drawings shall form part of the accepted tender.
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 and authority letter to be uploaded in soft copy.
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 a s a firm in
which case the r e c e i p t s s h a l l b e 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.
Any person who submits a tender shall fill up the usual printed form including the column total
according to specific item, stating at what rate he is willing to undertake each item of the work.
Tenders which propose any alteration in 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. In event of
rejection EMD will return and tender fee credit.
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 there upon, 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.
The BHAVNAGAR MUNICIPAL CORPORATION shall have the right of rejecting all or any of
the tenders without assigning any reasons.
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 to the BHAVNAGAR MUNICIPAL
CORPORATION unless it is signed by Executive Engineer, Solid Waste Management Department,
Bhavnagar Municipal Corporation.
The memorandum of work to be tendered for and the schedule of materials to be supplied by the
BHAVNAGAR MUNICIPAL CORPORATION and their rates shall be filled in and completed by the office
of the BMC before the tender form 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.
All work shall be measured net by standard measure and according to the rules and custom of the
Bhavnagar Municipal Corporation without reference to any local custom.
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Under no circumstances shall any Contractor be entitled to claim enhanced rates for any items
in this Contract, unless specified.
Every Contractor shall, if so desired by the Commissioner, BMC, 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
All corrections and additions or pasted slips should be initialed.
The measurements of work will be taken according to the Indian standard for ‘MODE OF
MEASUREMENT METHODS OF MEASUREMENT OF BUILDING AND CIVIL ENGINEERING WORKS’ in use by
the Solid Waste Management Department and no proposals to adopt alternative methods will be
The Commissioner, BMC's decision as to what is the "I.S. method in use, in the BMC will be final.
The successful tenderer shall submit the copy of technical bid duly sealed & signed within fifteen days
of issue of LoA/LoI.
The tenderer shall invariably submit the Certificate of Provident Fund of Employee and ESIC without
which bill for payment shall not be processed.
The successful tenderer shall submit the copy of labour license and all required policies within
fifteen days of issue of LoA/LoI.
For the necessary modification / alteration / addition to complete the job, if any civil breaking or
repairing is to be done, shall have to be carried out by contractor at his own cost, as per standard
engineering practice. 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 than BMC is empowered to dispose the said C&D waste through BMC 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 administrative charges and penalties.
PERFORMANCE MARKING CRITERIA FOR CONTRACTOR ACTIVITIES
- This marking shall be considered for each month of waste processing.
- Contractors must achieve a minimum score of 70 out of 100 marks every month in order to meet
the Performance marking criteria.
- If the Contractor fails to achieve a minimum score of 70 out of 100 marks each month, BMC may
impose suitable penalties as outlined in the penalty clause.
- If the Contractor fails to achieve average annual minimum score of 70 out of 100 marks each year,
BMC may impose suitable penalties as outlined in the penalty clause or terminate the contract.
- The contract will be extended for an additional three years based on the performance activities
reviewed by BMC officials.
- Below table indicates the weight of various activities to be conducted each month by the contractor
for operation of the Waste to Compost plant:
Description of Activities (Of
Monthly Balance Quantity
The monthly quantity of balance or stored waste shall be calculated using
the following formula:
1 Balance Quantity (in MT) = [Amount of Input Waste (a)] – [Amount of
Output Materials (b)]
a: Amount of Input Waste refers to the waste taken for processing each
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b: Amount of Output Materials refers to total disposed materials, including
recyclables, RDF, compost, etc., for the same month.
Marking Criteria:
A minimum balance quantity of 50 MT per month shall be considered.
If this quantity exceeds 50 MT, marks will be deducted, and penalties
will be imposed by Bhavnagar Municipal Corporation (BMC).
For example, if the balance quantity for the month is 60 MT, the
contractor will receive 35 marks out of
Condition of the Plant
The condition of the plant will be evaluated and marked based on the
following components as inspected by the designated Energy Auditor:
Condition of Vehicles deployed for operations.
Civil and Structural Work condition of the plant infrastructure.
Electrical and Mechanical Components, including machinery and
Overall Plant Condition, including operational efficiency and
If the Energy Auditor recommends remedial measures for the
plant, the contractor shall bear the cost of implementing these
Certificate for Disposal of Inert
The contractor must prepare and submit disposal certificates each month
for various output materials, including recyclables, compost, RDF, etc.,
within 10 days of the next month.
Failure to provide these certificates on time will result in deduction of
Marking will be done based on the cleanliness condition maintained by the
contractor at the plant. Waste scattered during operations, open bins, or
other cleanliness issues will lead to a deduction in marks.
All Capital Expenditure (CAPEX) costs associated with the project shall be borne by Bhavnagar Municipal
Corporation (BMC).
The RTO passing of the vehicles registered in the name of Bhavnagar Municipal Corporation (BMC). The
contractor shall bear all administrative expenses related to the vehicles, including obtaining and
maintaining Pollution Under Control (PUC) certificates, vehicle registration, insurance, and any other
statutory or regulatory compliance requirements every year.
The Municipal Commissioner’s decision as to what is the "I.S. method in use, in the Solid Waste
Management Department will be final".
Executive Engineer
Solid Waste Management
Signature of the Contractor with seal BHAVNAGAR MUNICIPAL CORPORATION
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5 DEFINITIONS AND INTERPRETATIONS
In the contract documents, as herein defined the following words and expression used shall, unless,
repugnant to the subject or context thereof, have the following meanings assigned to them.
The "Owner/Municipal Corporation, Bhavnagar represented by Municipal Commissioner /
City Engineer / Executive Engineer, any officer authorized by the Municipal Corporation.
The "Contractor" shall mean the person or the persons, firm of company whose tender has been
accepted by the owner and includes his legal representative successors and permitted assignees.
The "Engineer-in-charge” shall mean the person designated as such by the owner from time to time
and shall include those who are expressly authorized by the Municipal C o r p or at io n t o act for and
on its behalf for the operation of this contract.
"Engineer - in - charge's Representative" shall mean any Engineer or Asst. to the Engineer-in-charge
designated from time to time by the Engineer-in-charge to perform duties set forth in the Tender
documents whose authority shall be notified in writing to the Contractor by the Engineer-in-charge.
"Tender" The offer or proposal of the Tenderer submitted in the prescribed form setting forth
the prices for the work to be performed, and the details thereof.
"Contract Price shall mean total money payable to the Contractor under the contract documents.
"Addenda" shall mean the written or graphic notices prior to submission o f tender which modify
or interpret the contract documents.
"Contract Time" - The number of consecutive calendar months for the completion of work
as stated in the executed contract agreement.
"Contract" shall mean agreements between the parties for the execution of works including
therein all contract documents.
"Tender document" shall mean Designs, Drawings, specifications, agreed variations, if any,
and such other documents constituting the tender and acceptance thereof.
The Specifications shall mean all directions' the various technical specifications
provisions and requirements attached to the contract which pertain to the method and manner or
performing the work to the quality of the work and the materials to be furnished under the contract
for the work and any order(s) or instruction (a)hereunder.
o It shall also mean the latest Indian Standards Institution Specifications for or relative to
the particular work or part thereof, so far as they are not contrary to the Tender
specifications or I.S.I. specifications, and in absence of any tender specifications, the
specifications of any other country applied in India as a matter of Standard Engineering
practice and approved in writing by the Engineer-in-charge with or without modifications.
The "Drawing" shall include maps, plans, tracings or prints thereof with any modifications
approved in writing by the Engineer-in-charge and such other drawings, as may, from time to
time, be furnished or approved in writing by the Engineer-in-charge in connection with the
The "Work" shall mean the works to be executed in accordance with the context or the part thereof
as the case may be and shall include extra, additional altered or substituted works as required for
the purpose of the Contract. It shall mean the totally of the work by expression or implication
envisaged in the contract and shall include all material, equipment and labour required for or
relative or incidental to or in connection with the commencement, performance and completion
of any work and/or for incorporation in the work.
The "Permanent work "means works which will be incorporation in and form part of the work to
be handed over to the owner by the contractor on completion of the contract.
The "Temporary Work" shall mean all temporary works of every kind required in or about the
execution, completion and maintenance of the work.
"Site shall mean the land and other place on, under, on or through which the work is to be carried
out and any other lands or places provided by the Municipal Corporation for the purpose of the
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Contract together with any other places designated in the Contract as forming part of the site.
"The Construction Equipment" means all appliance/equipments of whatever nature required
in or for execution, completion or maintenance of work or temporary works (as hereinafter
defined) but does not include materials or other things intended to form or forming part of the
permanent work.
"Notice in Writing or Written Notice" means a notice written, types or printed form delivered
personally or sent by Registered post to the latest know private of business address at Registered
Office of the Contractor.
The "Alteration/Variation order" means an orders given in writing by the Engineer-in-
charge to effect additions to or deletion from and alterations in the work.
"Final Test Certificate" shall mean the final test Certificate issued by the owner within the provisions
of the Contract.
The "Completion Certificate" shall mean a certificate to be issued by the Engineer-in-
charge when the work has been completed to his satisfaction.
The "Final Certificate" shall mean the final certificate issued by the Engineer-in-
charge after the work is finally accepted by the owner.
"Defect Liability Period" shall mean the specified period between the issue of completion
Certificate and the final certificate as specified in the tender.
"Approved" shall mean approved in writing including subsequent modification in writing
of previous verbal approval and "Approval" means approved in writing including as aforesaid.
"Letter of Acceptance" shall mean an intimated by a letter to tenderer that the tender has been
accepted in accordance with provisions contained therein.
"Order" and "Instruction" shall respectively mean any written order or instruction given by
the Engineer-in- charge within the scope of his powers in terms of the Contract.
"Running Account Bill" shall mean a Bill for the payment of "On Account" money to the contractor
during the progress of work on the basis of work done and the non-perishable materials to
be incorporated in the work supplied by the Contractor.
"Security Deposit" shall mean the deposit to be held by the owner as security for the due
performance of contractual obligations.
Retention Money shall mean the money retained from R.A. Bill f o r due completion of" WORK'.
Signature of the Contractor with seal Executive Engineer
Solid Waste Management
BHAVNAGAR MUNICIPAL CORPORATION
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CONTRACT AGREEMENT FOR
Design, Build, Erection, Commissioning, Operation and Maintenance of 200 TPD Capacity Municipal Solid
Waste to Compost Processing Plant at Dumpsite Near Nari Using Scientific Method Conforming to SWM
Rules 2026 Under Swachh Bharat Mission 2.0 For Bhavnagar Municipal Corporation.
Articles of agreement made this __________ day of the month of __________ 2026. Between the
Municipal Commissioner of BHAVNAGAR MUNICIPAL CORPORATION (which expression shall include his
successors and assignees of one part) and____________________________ hereinafter called the
contractor (which expression shall include their administrator and assignees of the other part).
Whereas the Contractors above named tendered for the works above mentioned and the same having
been accepted by the Standing Committee of the Municipal Corporation vide Resolution No. __________
dated __________; it is hereby agreed that the Contractor should carry out the works according to the
terms and conditions of the contract detailed in the percentage Rate Tender Books, - conditions and
specifications, which have been signed by the contractors on.
In witness whereof the said Contractors and the Municipal Commissioner on behalf of the BHAVNAGAR
MUNICIPAL CORPORATION have hereinto set their respective hands this __________ day of the month of
__________ the year
Signed, sealed and delivered by the said contractor in the presence of
Executive Engineer
Solid Waste Management
Signature of the Contractor with seal BHAVNAGAR MUNICIPAL CORPORATION
I am responsible if the Contractor does not abide by the Condition of this contract.
Sealed with the common seal of the BHAVNAGAR MUNICIPAL CORPORATION in the presence of
Standing Committee,
BHAVNAGAR MUNICIPAL CORPORATION
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PERFORMANCE SURETY BOND
This bond is made this __________ day of the month of __________ 2026. The Two Thousand Twenty-Two
(hereinafter called the surety) of the first part and the Municipal Commissioner on behalf of the
BHAVNAGAR MUNICIPAL CORPORATION of the second part.
Whereas the Contractor/Contractors Shri/Ms.____________________ of ____________________
has/have entered into a contract with the BHAVNAGAR MUNICIPAL CORPORATION for the works detailed
Name of the work Tender Standing Committee Resolution No. &
Amount date Sanctioning Contract
And whereas one of the conditions of the contract being that the Contractor/ contractors shall give
surety/sureties to the Municipal 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: -
1. 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
The BHAVNAGAR MUNICIPAL CORPORATION jointly as well as severally if the Contractor / Contractors fail
/ fails to carry out the whole or any part of the contract work as per the conditions and specifications of
the 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" hereinbefore used shall include the heirs, executors, assigns or
administrators of each and every person in this context.
In Witness Whereof the said surety/sureties and the Head of the Department (SWM) on behalf of the
BHAVNAGAR MUNICIPAL CORPORATION have hereinto set their respective hands this __________ day the
month of __________ of the year
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Signed in the presence
Executive Engineer
Solid Waste Management
BHAVNAGAR MUNICIPAL CORPORATION
Dy. Municipal Commissioner Municipal Commissioner
BHAVNAGAR MUNICIPAL CORPORATION BHAVNAGAR MUNICIPAL CORPORATION
Sealed with the common seal of the
BHAVNAGAR MUNICIPAL CORPORATION in the presence of
Standing Committee,
BHAVNAGAR MUNICIPAL
Note: The above document shall be furnished in Non-Judicial Stamp Paper of Rs. 300/-.
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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 all taxes except GST as may be applicable in his rates.
D] Does not disclose the full names and addresses of all his partners in the case of partnership concern.
E] Does not fill in and sign the tender form as well as the bill of quantities and rates, annexure, specifications
F] Does not pay the Earnest Money Deposit as specified in the tender
G] Does not submit the tender before the stipulated time on the specified date in the specific office as
H] Does not attach required technical and financial documents, annexures and certificates with the tender
as specified in the tender
I] Does not submit the enlisted documents (duly attested) along with the technical bid cover, over and
above the documents enlisted above.
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FOR CONSTRUCTION / ERECTION / COMMISSIONING / INSTALLATION / REPAIRS MAINTENANCE /
RENOVATION / FABRICATION OF STRUCTURE INCLUDING BUILDING (MEANS ALL WORKS CONTRACT /
TURNKEY PROJECT / SUPPLY OF MATERIAL / GOODS).
1. 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 excluding
2. 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 BMC, 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, BMC may recover the amount due, from any other payable dues with BMC and decision
of Municipal Commissioner shall be final and binding on the Contractor / Successful Bidder in this
regard. Further the non-payment of the GST to the Government may lead to the termination of contract
and forfeiture of Security Deposit /Performance Guarantee Amount.
3. 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 BMC shall be
liable for the same.
4. The Contractor will submit the invoice to the BMC having GSTIN of BMC mentioned therein and the
taxes shall be shown separately on the face of the invoice so as to claim as ITC by BMC.
5. The Construction labour welfare cess shall be deducted from R.A. bill & Final of the contractor at the
prevailing rate. The current rate of labour cess is 1% of the capital amount.
6. All the prevailing taxes (i.e. GST) in the tender shall remain to the contractors account and it shall not
be reimbursed / recovered. However, the variation in the prevailing GST structure shall be recovered /
Executive Engineer
Solid Waste Management
Signature of the Contractor with seal Bhavnagar Municipal Corporation
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7 CONDITIONS OF CONTRACT
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 Municipal Commissioner sum sufficient which will make up the full security deposit specified in the
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 and EMD forfeiture process shall be
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.
Security Deposit against the Work
1. Capital Works
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 15days 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 Municipal
Commissioner sum sufficient which will make up the full security deposit specified in the tender. If the
amount of the security deposit to be paid in lump sum within the period specified above is not paid the
tender contract already accepted shall be considered as cancelled and EMD forfeiture process shall be
The security deposit lodged by Contractor shall be refunded after the expiry of the Defects Liability period
after deducting dues, if any, which become liable to be recovered from the Contractor under the terms and
conditions of this Agreement.
Sr. No. Security Deposit & Description for payment and release.
Retention Money
1 5% of Capital work (Civil + Contractor shall provide in the form of crossed demand draft
Mechanical) amount as / pay order / BG in favour of the Municipal Commissioner,
mentioned in tender Bhavnagar on any Nationalized Bank / Schedule bank / Banks
document as Security mentioned in BMC circular Bank / Schedule bank/Banks
deposit mentioned in BMC circular, payable at Bhavnagar only.
5% will be released after completion of the *defect liability
period after rectifying the defects found, if any, within
defect liability period.
*The Defect Liability Period shall be for a duration of three
(03) years from the date of successful completion of the
Project Works. This period may be extended by a further
two (02) years upon mutual consent of the Contractor and
2 5% from each RA Bill as Retention money shall be released after payment of final
Retention Money. bill to work agency.
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Bhavnagar Municipal
Corporation reserves the
rights to increase or
decrease Percentage for
Deduction of Retention
Note: - Release of Any kind of Performance Security will be subjected to that any defect if found
shall have to be rectified /complied as per the direction given by Engineer in Charge, within the
said periods and after due clearance from Audit Department of Bhavnagar Municipal
2. Operation & Maintenance
For operation and maintenance contract, contractor shall have to sign separate contract.
Sr. No. Security Deposit & Description for payment and release.
Retention Money
1 5% of 1st year to 5th year of Contractor shall provide in the form of crossed demand
Operation and Maintenance draft / pay order / BG in favour of the Municipal
contract amount Commissioner, Bhavnagar on any Nationalized Bank /
considering increment as Schedule bank / Banks mentioned in BMC circular Bank /
Security deposit. Schedule bank/Banks mentioned in BMC circular,
payable at Bhavnagar only.
If period may be extended
by a further two (02) years 5% will be released after Completion of O&M Contract
upon mutual consent of the The security deposit for operation and maintenance
Contractor and BMC. 5% of work will be released after completion of O&M contract,
6th year and 7th year of handing over site inclusive of civil, mechanical, electrical,
Operation and Maintenance and other component in working condition and after
contract amount completion of relevant procedures as per the terms and
considering increment as conditions of Bhavnagar Municipal Corporation
Security deposit.
2 5% from each RA Bill as Retention money shall be released after payment of
Retention Money. final bill of O&M work to agency.
Bhavnagar Municipal
Corporation reserves the
rights to increase or
decrease Percentage for
Deduction of Retention
In addition to above as and when directed additional security deposit as indicated Unbalanced Offer Clause,
also will be required to be deposited in event of BMC demanding the same because it finds the offer
unbalanced. Notwithstanding anything to the contrary contained in this Agreement, the Parties agree that
in the event of failure of the Contractor to provide the Security Deposit inaccordance with the provisions
and within the time specified therein or such extended period as may be provided by the BMC, in
accordance with the provisions, the BMC may en-cash the EMD andappropriate the proceeds there of as
Damages, and thereupon all rights, privileges, claims and entitlements of the Contractor under or arising
out of this Agreement shall be deemed to have been waived by, and to have ceased with the concurrence
of the Contractor, and this Agreement shall be deemed to have been terminated by mutual agreement of
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If contractor fails to remit the security deposit within 15 days from the date of LOA/LOI, If the amount of
the security deposit to be paid within the period specified above is not paid the tender contract already
accepted shall be considered as cancelled and EMD forfeiture process shall be carried out.
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 in memorandum for every day that the due quantity of work
remained incomplete, provided always that the total amount of compensation to be paid under the
remained incomplete, provided always that the total amount of compensation to be paid under the
provision of this clause shall not exceed 10 percent of the tendered cost of the work as shown in the tender.
In any case in which under any clause of or clauses of 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 Solid Waste Management Department 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 (Env. Cell, Solid Waste Management
Department) 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 (Solid Waste Management Department) 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 ( Solid Waste Management
Department) 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
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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 (Solid
Waste Management Department) 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.
For any work there to actually performed by him under this contract unless and until the Executive
Engineer, Solid Waste Management Department 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
If the progress of any particular portion of the work is unsatisfactory the Municipal 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 10 days’ notice in writing and the
Contractor will have no claim for compensation for any loss sustained by him owing to such action.
In any case in which any of the powers conferred upon the Municipal Commissioner by clause 3 and
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 Municipal 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 (Solid Waste Management) whose certificate thereof shall be final. In the alternative the
Municipal 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 Municipal 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 (Solid Waste Management ) 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 Municipal Commissioner 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 Municipal Commissioner may, if in his opinion,
there are reasonable grounds for granting an extension, grant such extension as he thinks necessary or
proper. The decision of the Municipal Commissioner in this matter shall be final.
On the completion of the work the Contractor shall be furnished with a certificate by the Executive
Engineer Engineer (Solid Waste Management) [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
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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 of 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
realized 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
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 one month 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
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.
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.
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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.
holidays and festivals so that the work is not affected. The corporation will make no separate payments for
working on holidays, national holidays and festivals.
The contract price will be as quoted in schedule B and will be inclusive of all expenses necessary for the
continuance of the services under the contract. Such expenses include but not restricted to payments to
RTO, Labour Authorities, Local and Municipal Authorities, Semi Govt. or any charges, deposits, dues, taxes,
oil, fuel, lubricants, levies, total taxes, octroi duty, labour welfare, cess etc., connected with the service.
If the specification or estimate of the work provides for the use of any special description of materials to
be supplied from the BMC 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 department 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 workman
like manner, and both as regards materials and in every other respect in strict accordance with the
specifications. The Contractor shall also conform exactly, fully and faithfully to designs, drawings and
instructions in writing relating to the work signed by the Engineer-in-charge and lodged in his office and to
which the Contractor shall be entitled to have access for the purpose of inspection at such office, or on the
site of the work during office hours, and the Contractor shall, if he so requires, be entitled at his own
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
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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 BHAVNAGAR 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 Municipal 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.
If there are any alterations or additions to the original contract work/scope of work, the successful bidder
shall complete the work within the time limit specified in the NIT/LOA/LOI/Work Order.
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 where
such delay is caused by ---
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i] Difficulties relating to the supply of railway wagons and availability of Government controlled materials.
ii] Force Majeure.
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 Municipal Commissioner to be reasonable in
accordance with the circumstances of the case. The decision of the Municipal 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, the theodolite and
dumpy level at all times for proper carrying of the work and for the use of the Commissioner, 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 Commissioner, opinion, will be detrimental to the work.
Samples of each class of material and workmanship shall be submitted by the Contractor for the approval
of Commissioner, and after such approval these samples shall be deposited at any place Commissioner,
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 condition.
The contractor, even during execution work, has to comply with all norms of safety, waste collection,
disposal, cleaning process as per SWM Rule 2026 and CPHEEO Manual.
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 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 (Solid Waste Management).
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
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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
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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 Defect Liability Period shall be for a duration of Three (03) years from the date of successful completion
of the Project Works. This period may be extended by a further two (02) years upon mutual consent of the
Contractor and BMC. For whole works from the certified date of completion of the works as per various
clauses of above. During this period, the contractor shall be responsible to make good, working condition
and remedy at his own expenses, any defects, which may develop or may be notice for the work carried
out by him or due to reasons attributed to him. The Engineer-in-charge shall give the contractor a notice in
writing about the defects with remedial measures and the contractor shall make good the same within
period specified in the notice. In case of failure, on the part of the contractor to carry out the instructions
of Engineer in charge, the Engineer-in-charge may rectify or remove and re-execute, replace the work at
the risk and cost of the contractor. The Engineer-in-charge shall be entitled to recover/deducted
appropriate the whole or any part of the amount of security deposit for defect liability period towards the
Defect liability period for all works, items in capital works shall be consider after issuance of work
completion by EIC.
The Contractor shall supply at his own cost all materials [except such special materials, if any, as may be
supplied from the B.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 thereof or of a sufficient portion thereof. The Contractor shall provide all necessary
fencing and lights required to protect the public from accident; and shall also be bound to bear the
expenses of every suit, action or other legal proceedings, at law, that may be brought by any person for
injury sustained owing to negligence of the above precautions, and to pay damages and costs which may
be awarded in any such suit, action or proceedings, to any such person, or which may with the consent of
the Contractor be paid in compromising any claim by any such person.
The Contractor shall make his own 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 Corporation 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 Municipal Commissioner on appeal be final and the Contractor shall be bound to pay
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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
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 oragents 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.
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 (Solid Waste Management) 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 Municipal 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 herein before 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.
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In the case of any class of work for which there are no such specifications as are mentioned in Rule 1 such
work shall be carried out in accordance with the Municipal Corporation or Gujarat Government P.W.D.
specifications, and in the event of there being no Municipal Corporation 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' were 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.
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. If such compensation is paid by government as principal under sub-section 12(1) of the said
Act on behalf of the contractor, it shall be recoverable by government from the contractor under sub-
section 12(2) of the said section. Such compensation shall be recovered in the manner laid down in clause
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
borrows pits or compartments. The rates are inclusive for hard or cracked soil, excavation in mud, sub-soil
water or water standing in borrows 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 work.
i] No Contractor shall employ any person who is under the age of 15 years. If any contractor found
employing person or persons under the age of 15 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. This shall be in
addition to the penal provisions as per relevant regulations/Acts and rules.
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ii] 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].
iii] No animals suffering from sores, lameness or emaciation or which is immature shall be employed at the
iv] 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.
v] 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 (Solid Waste Management) who shall decide the same.
The decision of the Executive Engineer (Solid Waste Management) 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 Bhavnagar or Other modes of
payments as per Government regulations such as PFMS etc.
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 Municipal Commissioner. After referring to Municipal Commissioner if the said dispute is not
solved, the same shall be referred to the court subject to Bhavnagar Jurisdiction only.
The following conditions are being included in this tender and shall be considered as a part of tender
(i) In case the total amount of work done is less than 5% of the contract value, prorata S.D. to that
(i) In case the total amount of work done is less than 5% of the contract value, prorata 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 Municipal Corporation after payment of final bill as per the norms
decided from time to time.
(ii) If there is increase in amount of work more than 5% of the Contract value. The Additional S.D.
shall be recovered from the running bill. When the total of any of work done by the Contractor
up to running bills under consideration is more than 5% of the contract value. However, such
S.D. shall be recovered in the round figure of Rs. 1000/- i.e. The amount of work done when it
exceeds 5% of the contract value it shall be refunded of to the nearest multiple of Rs.25000/-
such additional S.D. shall be recovered for the works amount to Rs. 5 Lacs or more at the rate of
4% of the additional amount.
(iii) In many cases, the contractors are stopping the work half-way due to number of reason and
when the department has to take sections 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 tenderetc.
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In such cases an actual cost 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.
Clause 52: DELETED
A sum of earnest money mentioned earlier should be paid in demand draft only to the Municipal
Commissioner. Earnest Money in the form of cheque shall not be accepted. The amount will be forfeited
in case after his tender is accepted, the contractor does not complete the contract documents and pay
the amount of security deposit within the specified time as mentioned in clause 1 of condition of contract,
otherwise it will be refunded. The Insurance Company's bond will not be accepted against the security
The contractor will quote percentage rate for capital works and Item rate in Rs. Per MT online only.
No alteration in the form of quotation and in schedule of quantities and no additions in the shape of special
stipulation will be permitted. Quotations 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 (Solid Waste Management ),
BHAVNAGAR MUNICIPAL CORPORATION, Bhavnagar, 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
The rates quoted by the contractor shall include all eventualities such as heavy rain, sudden floods, ground
water level of the site of work, 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, BMC shall not be
responsible for such damage or wash out to the construction work.
Time is the essence of the contract The Contractor has to complete the construction and Commissioning
of the Plant in Phase wise manner.
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Phases Activities Time limit
Phase -1 Construction & Commissioning of 6 . 0 months from issue of LoA/LoI.
Presorting Unit for Presorting of Waste by
Trommels having Primary Treatment facility
including Compost pad.
Phase - 2 Construction & Commissioning of Next 6 .0 months from issue of LoA/LoI.
Refinement Unit and all other required unit
for processing of waste into Compost &
The work should be completed within 12 (Twelve months) [Including monsoon] from the issue of the
LoA/LoI 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 S.O.R. 2024-25 R&B SOR Bhavnagar, GWSSB REVISED 2022-
23 CIVIL , GWSSB ELECTRO MECHANICAL SOR 2022-2023, Latest DSR (Delhi Schedule of Rates- CPWD) or
Relevant & latest SOR approved by BMC ± Tender premium OR 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 0.1% of contract value per day subject to
the maximum of 10% of the contract value, shall be payable by the contractor to the Municipal 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. Decisions pertaining to contract variations shall be decided by BMC as
per standard Government practices for Contract Management and Variations as adopted by R&B/ CPWD.
It should be noted that the contractor shall have to complete the work in stipulated time 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
The Contractor shall also arrange to obtain the authorization from the competent Authority (Gujarat
Pollution Control Board) as Per SWM Rules
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The following additional information shall be forwarded by the tenderer along with the submission of the
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 tender 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 tender 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 tenderers 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 ---
a] 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 percentage rate tender, the rates are not entered in ink in figures and words and the total
of each percentage and grand total are not struck by the tenderer in ink in Schedule `B' under his signature.
of each percentage and grand total are not struck by the tenderer in ink in 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 (Solid
Waste Management), BHAVNAGAR MUNICIPAL CORPORATION, Bhavnagar.
In view of the difficult position regarding the availability of foreign exchange, no foreign exchange would
be released by the Department for the purchase of plant and machinery required for the execution of the
work contracted
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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 BMC person. No materials will be
allowed to be removed from the site of works. Security Arrangement for the same has to be made by
contractor at his own cost
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 Corporation
The successful tender may be required to furnish surety of 10% of the contract value on stamp paper if so
desired by the Municipal 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
The tender with all the pages 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 tenderer 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 assigning prior notices & 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 waste 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.
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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
Now no octroi is to be paid as the same is exempted and therefore the question of reimbursement
does not arise. The contractors shall quote their rates considering this aspect of exemption of octroi.
BHAVNAGAR MUNICIPAL CORPORATION shall not provide `C' or ‘D’ Form for tax purposes.
Unless stated in the Price Bid, Price variation or escalation shall not be paid to the contractor
All the applicant contractors are required to have their own employer code number under EPF Act,
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 paid challans in
respect of employees/workers employed by said contractor in respect of work allotted by BHAVNAGAR
MUNICIPAL CORPORATION, along with copies of Pay Roll and Muster Roll. If the same are not produced,
the bills will not be release.
The final bill shall be paid only after the successful completion of the total work in all respect as directed
by Engineer in charge.
Liaison with any Government- Semi Government Body Etc. public / private sector should be in the scope of
Supplier/ Tenderer for related tender material.
The Contractor shall be solely responsible for any loss or damage caused monetary or by any means
otherwise at site to property, machinery or violence caused by labours, agitation of workers or work
stopped due to any kind of hindrance. The contractor may face legal consequences for such action thereof
and shall have to pay all the charges incurred due to such act.
The final bill of work shall be submitted by Contractor within the (2) months of the date of completion of
work, otherwise the Engineer-in-charge certificate of the measurement and of total amount payable for
work, otherwise the Engineer-in-charge certificate of the measurement and of total amount payable for
work shall be finalized binding on all parties.
When the contractor fulfils his obligation as per terms of contract, he shall be eligible to apply for
completion certificate. Contractor may apply for separate completion certificate in respect of each such
portion) of work by submitting the completion documents along with such application for completion
certificate. The Engineer-in-charge shall normally issue to contractor the completion certificate within
(two) months after receiving an application thereof from contractor after verifying from the complete
documents and satisfying himself that work has been completed in accordance with and as set out in the
construction and erection drawings and the contract document. Contractor after obtaining the completion
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certificate is eligible to present the final bill for work executed by him under the terms of contract. Within
2 (two) months of completion of work in all respect contractor shall be furnished with a certificate by the
Engineer-in-charge of such completion but no certificate shall be given nor shall work be deemed to have
been executed until all (1) scaffolding surplus materials and rubbish is cleared off from site completely (2)
until work shall have been measured by the Engineer-in-charge whose measurement shall be binding and
conclusive and (3) until all the temporary works. Labour and staff colonies etc. constructed are removed
and the work site cleaned to the satisfaction of the Engineer-in-charge. If contractors shall fail to comply
with the requirements as aforesaid or before date fixed for the completion of work, the Engineer-in-charge
may at the expenses of contractor remove such scaffolding, surplus materials and rubbish and dispose of
the same. Be thinks fit.
The following documents will form the completion documents:
a) Technical documents according to which work was carried out.
b) Construction drawings showing therein the modifications and corrections made during the course of
execution signed by Engineer-in-charge (c) completion certificate for Embedded or Covered up work.
c) Certificate of final levels as set out for various works.
Upon expiry of the period of defects liability and subject to Engineer-in-charge being satisfied that work
has been duly maintained by contractor during the defects liability period as fixed originally or as external
subsequently and the contractor has in all respects made up by subsidence and performed all his
obligations under contract, the Engineer-in-charge shall (without prejudice to the rights of owner in any
way) give final certificate to that effect. The contractor shall not be considered to have fulfilled the whole
of his obligation until final certificate shall have been given by the Engineer-in-charge notwithstanding
previous entry upon and taking possession, working or using of the same or any part thereof by owner.
Final Certificate only Evidence of Completion:
Except the final certificate no other certificate or payments against a certificate or a general account shall
be taken to be an admission by owner of the due performance of contract or any part thereof or of
occupancy validity of any claim by the contractor.
Contractor shall comply with the provisions of the Apprentice Act 1964 and the orders issued there under
from time to time. If the fails to do so, it will be a breach of contract. Contractor shall also be liable for any
particular liability arising on account of any violation of the provisions of the Act by him.
Safety requirement: Contractor shall adhere to safe construction practice and guard against hazardous and
unsafe working conditions and shall comply with owners' safety rules and set forth herein.
(1) First Aid and Industrial Injuries:
1.1 Contractor shall maintain first aid facilities for its employees and those of his sub-contractor.
1.2 Contractor shall make outside arrangements for ambulance service and for the treatment of industrial
injuries. Name of those providing these services shall furnished to Engineer-in-charge prior to start of
construction and their telephone numbers shall be prominently posted in contractor's field office.
1.3 All injuries shall be reported promptly to Engineer-in-charge and a copy of Contractor's report covering
each personal injury requiring the attention of a physician shall be furnished to owner.
(2) General Rules:
Carrying striking matches’ lighters inside the project area and smoking within the job site is strictly
prohibited violators of smoking rules shall be discharged immediately. Within the operation area, not
hot work shall be permitted without valid gas safety, fire permits. The contractor shall also be held
liable and responsible for all lapses of his sub-contractors’ employees in this regard.
(3) Scaffolding:
3.1 Suitable scaffolding shall be provided for workmen for all works that cannot safely be done from the
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ground or from solid construction except such short period work as can be Done safely from ladders. When
a ladder is used, an extra mazdoor shall be engaged for holding the ladder and if the ladder is used for
carrying materials as well suitable foothold and hand holds shall be provided on the ladder and the same
shall be given inclination not steeper than 1 to 4 (1 horizontal and 4 vertical).
3.2 Scaffolding or staging more than 3.6 M (12') above the ground or floor swing or suspended from any
overhead support or erected with stationary support shall have a guard rail properly attached, bolted,
braced and otherwise fixed at least 1.0 M (3') high above the floor or platform of scaffolding or staging and
extending along the entire length of the outside ends thereof with only such openings as may be necessary
for the delivery of materials. Such scaffolding or staging shall be fastened as to prevent it from swaying
from the building or structure.
(4) Maintenance of Safety Devices:
All scaffolds, ladders and other safety devices mentioned or described herein shall be maintained in
some conditions and no scaffold, ladder or equipment shall be altered or removed while it is in use.
Adequate washing facilities should be provided at or near place or work.
(5) Display or Safety Instructions:
These safety provisions should be brought to the notice of all concerned by display on a notice board at
a prominent place at the work spot. The person responsible for compliance of the safety code shall be
named therein by the contractor.
(6) Enforcement of Safety Regulations:
To ensure effective enforcement of the rules and regulations relating safety precautions the
arrangements made by the contractor shall be open to inspection by the welfare officer, Engineer-in-
charge of safety Engineer of the owner or their representatives.
(7) No Exemption:
7.1 Notwithstanding the above clauses, there is nothing to exempt the contractor from the operations
of any other Act or rules in force in the Republic of India.
7.2 In addition to the above, the contractor shall abide by the safety code provision as per C.P.W.O.
safety code framed from time to time.
The Contractor shall have to borne all the charges for testing and inspection purposes. The contractor shall
have to bear the to and fro traveling allowances, dearness allowance of The BHAVNAGAR MUNICIPAL
CORPORATION officials and /or BHAVNAGAR MUNICIPAL CORPORATION's consultants or BHAVNAGAR
MUNICIPAL CORPORATION's other representatives as per prevailing rules and regulation of The
BHAVNAGAR MUNICIPAL CORPORATION. If the contractor fails to do so, the amount will be deducted from
If the contractor fails to complete the work and the Municipal Commissioner on behalf of the corporation
takes actions so as to carry out the remaining work at the risk and cost of the original contractor by
advertising the tender for the remaining work and the whole administrative process right from inviting the
tenders to finalizing the tender etc. shall have to be repeated. Actual cost shall be recovered from the
original contractor towards the cost of re-advertisement and other administrative charges incurred by The
Bhavnagar Municipal Corporation in finalizing the contract for the remaining work. If, however, separate
advertisement is issued for theinstant work, actual cost of advertisement shall be recovered. Such recovery
shall be in addition to the recovery to be made under such other relevant clauses.
Rate quoted shall inclusive of all applicable taxes from time to time as imposed by Central Govt or State
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Govt. such as IT, Labour Cess, Octroi etc. and any other tax imposed by government (excluding of GST). No
extra payment shall be made for any tax.
Executive Engineer
Solid Waste Management
Signature of the Contractor with seal BHAVNAGAR MUNICIPAL CORPORATION
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TO BE FILLED IN ONLINE BY BIDDER
1. All the blanks in the Schedule-B for the quotation in percentage rate tender should be filled.
2. 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 etc.
3. Contractor should put his seal and signature on each page of schedule –B.
Executive Engineer
Solid Waste Management
Signature of the Contractor with seal BHAVNAGAR MUNICIPAL CORPORATION
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1. General Description of Work:- PROCESSING OF FRESH WASTE LOCATED AT DUMPSITE NEAR NARI USING
SCIENTIFIC METHOD CONFORMING TO SWM RULES 2026 UNDER
SWACHH BHARAT MISSION 2.0 FOR BHAVNAGAR MUNICIPAL
2. Estimated Cost : - Rs. 40,58,57,192.31 /-
3. Earnest Money Deposit : - EMD i.e. Rs. 40,59,000/- shall have to be paid by Demand Draft/ Banker's
Cheque of any Nationalized Bank/Scheduled Bank payable at Bhavnagar in
favour of the Municipal Commissioner BHAVNAGAR MUNICIPAL
CORPORATION only.
4. Security Deposit: - As per clause 1– Condition of Contract
Release of SD: - As per clause 1– Condition of Contract
5.Time allowed for the
Completion of work
From date fixed in written
Order to commence : - Project Duration for Establishment and Commissioning (Capital
work) = 12 Months (Including Monsoon)
Project Duration for Processing = 03 Years (Including Monsoon)
6.Compensation for delay : - 0.10 percent of work amount of the tendered cost of the
whole work per day under Clause 2, Limited to maximum 10% of
the Tender cost
8. Defect Liability Period : - The Defect Liability Period shall be for a duration of Three (03)
years from the date of successful completion of the Project Works. This period may be extended
by a further two (02) years upon mutual consent of the Contractor and BMC.
9. Water Charges:- : - Contractor shall have to make his own arrangement of water
supply. If Contractor wishes to have water from BMC, he shall have
to inform BMC in written within 30 days from starting date of
work, if available BMC by paying as per BMC norms.
10. The rate inclusive of : -All taxes including 1% labour welfare cess and all taxes with GST
prevailing on date of submission of tender, for O&M Rates and Construction but, not for
Mechanical Component / part.
11. Price escalation : - The rate quoted shall be fixed and firm except any statutory tax
Executive Engineer
Solid Waste Management
BHAVNAGAR MUNICIPAL CORPORATION
Signature of the Contractor with seal
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8 SPECIAL CONDITIONS OF CONTRACT
8.1 General Conditions:
Proposed Municipal Solid Waste processing plant is on Design, Build, Own and Operate basis and
tipping fee per metric ton basis is asked for the proposed plant. The bidder is required to go through
the details of the technical specification in the Chapter on “Description of the Project” and shall get
waste characterization/study on the waste generated from Bhavnagar city done at its own expense.
It should be clearly noted here that the process/design proposed by the bidders should be
related to minimum processing of 200 TPD of Municipal Solid waste on daily basis, with the object o f
g e t t i n g optimum treatment of MSW in line with CPHEEO Manual & SWM Rule
The place of the proposed project is situated at Nari Disposal Site / As directed by BMC.
The general scope of work for the proposed Municipal Solid waste processing Plant under present
tender includes Engineering, Procurement, Construction, Erection, Testing and Commissioning
including the cost of all the labour, materials, chemicals, equipments, instruments, tools required for
civil, electrical, mechanical, instrumentation, piping etc. & all other types of works for the total
completion of the project on Design, Build, Own and Operate basis. The detailed scope of work,
specifications etc. are described in this tender elsewhere.
Cost of all types of materials/ equipments / machineries/ tools/ items including cement, steel
(reinforcement as well as structural) all types of pipes etc. & all types of labor required for the
completion of the project will be in the contractor's scope.
All the safety and factory rules shall be strictly followed. The contractor is fully responsible for the
safety of his staff and workmen and must equip them with safety appliances and tools.
The Contractor shall be responsible for provision of safety arrangements & protective clothing for
all persons/employees on the site whether or not engaged in actual operation or supervision. The
Contractor shall also be responsible for safety arrangements of all equipment used for
construction and shall employ trained workmen conversant with safety regulation. The contractor
shall use only tested equipment and tools and shall periodically renew tests to the satisfaction of
the Engineer. All test certificates shall be made available to the Engineer at the site of the work.
If at any time, in the opinion of the Engineer, this provision is not complied with, the contractor
shall forthwith replace such equipment and tools.
The contractor shall display notices and arrange proper fencing at such places where hazardous
work is being carried out. The contractor shall provide at his own expense on the works to the
satisfaction of the Engineer at such places, proper and sufficient firefighting, first aid appliances
etc. which shall at all times be available for use.
8.3 Time Schedule.
The work shall be executed strictly as per the time schedule/bar chart submitted and as agreed upon along
with the price bid offer. The Contractor has to complete the construction and Commissioning of the Plant
in Phase wise manner.
Sr. No. Activities Time period for completion
1 Handing over the Project Site. 15 days from the date of
issue of LoA/LoI.
2 Construction & erection of the Plant/ Commercial 12 months from the issue of
Operations Date (COD) including fulfillment of LoA/LoI.
Condition Precedent.
3 Processing period of Fresh Waste Processing Plant 3 Years (Including Monsoon)
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Operation Maintenance and Management of Nari Solid
Waste Disposal Site using BMC Machineries/ Vehicles
The entire Construction & erection of the Plant to be completed within a period of 12 months including
Engineering, Procurement, approval, execution, testing, trial run and commissioning [Including monsoon]
from the placement of order. The time limit includes the time required for testing, rectification, if any,
retesting and completion in all respect to the entire satisfaction of the Engineer-in-charge. The timely
completion of this project is very important for the citizen of Bhavnagar City, and hence Weightage will be
given on strict compliance of work as per the sanctioned schedule of work/bar chart. The testing, trial run
and commissioning shall be for one month. The time period of completion shall be reckoned from the date
of notification of award of work. The bidder shall have to submit a detailed PERT/BAR/GANT chart network,
with the time frame consisting adequate number of contractual activities covering key phases of the works
such as design, drawing, approval procurement, manufacturing, testing, construction and field erection
8.4 Penalty for delay:
The Contractor is bound to do the work as per the sanctioned schedule of work/bar chart. The contractor
shall have to submit the progress report with physical and financial achievement at every first of calendar
Penalty for delay: Zero Point one percent (0.1%) of the contract price per day maximum up to ten percent
of the contract price.
a) Supply of Material:
All materials, testing appliances, tools, tackles & spares etc. necessary for the successful execution &
completion and till plant handing over of plant to BMC shall be procured and provided by the tenderer.
No material will be supplied to the BMC, either free of cost or at issue rate by the BHAVNAGAR
MUNICIPAL CORPORATION, for this complete work.
Power required for the construction, erection and other allied job shall be arranged by the contractor
at his own cost.
The Contractor shall have to make his own arrangement for getting electric power. The BMC will issue
only recommendation letter to the contractor, if required. No compensation shall be paid for delay in
getting power supply. All the rest formalities for getting the power supply, connection charges,
deposits, monthly energy bills etc. shall be done and borne by the contractor.
In case of power distribution company (PGVCL) denies to provide electrical connection (power) to
contractor, BMC shall secure electric connection in the name of BMC and pay necessary connection
charges, deposits, monthly energy bills . However, the same shall be deducted from contractor’s running
c) Water: The Contractor shall have to make his own arrangement for water required during
Construction Period and O&M period.
8.5 Construction of Stores and Site Office
Contractor has to build his own office space on his all responsibilities. Suitable areas will be allocated or
may not be allocated by the BMC to the Contractor to build storages for storing his equipment, plant,
materials etc. and also to build his site offices. He will be solely responsible for watching and guarding
of his stores, offices etc.
The contractor shall cover all his equipment and materials at site with requisite insurance against theft,
larceny, dacoit, fire tempest, flood, earthquake etc.
On completion of the works undertaken by the contractor, he shall remove all temporary works erected by
him and have the site cleaned as directed by the Engineer. The BMC reserves the right to ask the contractor
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any time during the pendency of the Contract to vacate the land by giving 7 days’ notice on security reasons
or on national interest or otherwise.
8.6 Labour and Supervisory Camps
Land will be or not provided by the BMC to the Contractor for constructing his labour and
supervisory camps and other service facility. It will be all contractor’s responsibility.
Contractor shall make his own arrangements outside the plant boundary.
Land for labour camps, storage yards temporary site sheds etc., will be arranged by the
contractor at his own cost. Land for batching plant, casting yard shall be arranged by the
contractor at his own cost. BMC may render all possible assistance to the contractor to enable
him to obtain such lands as may be required for purposes of completion of this work but no
guarantee can be given. Non-availability of Land for labour camps, storage yards, temporary
site sheds etc. will not be considered as a reason for delay in progress.
8.7 Construction Equipment
The Contractor shall make his own arrangement to procure all constructional plant and
equipment for his own. He shall also state the type and number of different equipment with
their capacities in good working conditions which he will use on the site to ensure completion
of the work in the specified time.
The Contractor shall have adequate stock of spare parts for the equipment on the site and
work shall not be delayed on this account. Similarly, all temporary works built by the
Contractor for the main construction undertaken by him, are not to be dismantled and
removed without the written permission of the Engineer-in-charge.
8.8 Handover Site after completion of Project Duration
The contractor shall prepare a checklist prior to the O&M period, which shall be submitted to
BMC for approval. The approved checklist shall be maintained by the contractor. During the
handing over period, the plant shall be in proper working condition as per the approved
During the handing over period, if any plant equipment, machinery, or other structures are
found to be defective, worn out, or damaged, the contractor shall be repair or replace them
within 30 days.
The contractor shall prepare the checklist at least 15 days before the O&M period. The
checklist shall be signed by both the contractor's representative and BMC’s representative.
BMC will conduct verification report of the checklist by the appointed a Third-Party Inspection
(TPI) agency / SWM Dept. of BMC to carry out the verification.
8.9 Signing of The Contract
The successful tenderer shall be required to execute an agreement in the proforma attached
with the tender documents 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, the
acceptance of the tender shall be considered as cancelled and Earnest Money Deposit
amount will be forfeited.
8.10 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-
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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.
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 dimensions
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 instructions
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.
8.11 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.
8.12 Forfeiture 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 B.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.
8.13 No Compensation for Alteration in Or Restriction of Work.
If at any time after the commencement of the work, the BHAVNAGAR MUNICIPAL
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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.
8.14Right of The BHAVNAGAR MUNICIPAL CORPORATION to Determine/Terminate Contract
The BHAVNAGAR MUNICIPAL CORPORATION shall, at any time, be entitled to determine and
terminate the contract, if in the opinion of the BHAVNAGAR MUNICIPAL 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 BHAVNAGAR MUNICIPAL 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 BHAVNAGAR MUNICIPAL CORPORATION.
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 Bhavnagar Municipal Corporation shall consider and admit such
claims as are deemed f a i r a n d reasonable and are supported by vouchers to the
satisfaction of the Engineer-in-charge. The decision of the Municipal Commissioner,
Bhavnagar Municipal Corporation on the necessity and propriety of any such expenditure
shall be final and conclusive and binding on the contractor.
8.15 Co-operation with other Contractors
The contractor shall execute his work in phased manner as directed by the Engineer from time
to time so as not to obstruct or retard the work being executed simultaneously by
other agencies.
8.16Coverage of Contract
The Contract for the work is a complete one for labour, material and workmanship with
contractor's overhead and profit including all temporary works and the provision and use of
all construction equipment, tools, tackles, etc. The contractor shall make his own
arrangements for all the materials and equipment required for the due performance of the
Except where it is explicitly provided that the cost will be borne by BMC, the various
obligations of the contractor under contract shall be at the cost of the contractor.
The tipping fee quoted by the contractor for the proposed Municipal Solid waste processing
plant shall be deemed exclusive of GST & inclusive of all other taxes, duties, etc. imposed by
Local body and/or State/ Central Government during the project period for the all the goods,
items, raw materials, finished goods, machineries, equipment, valves, pipes, instruments,
cables or any other materials to be used for the proposed work.
All the expenses pertaining to the operation & maintenance of proposed Municipal Solid
waste processing plant as described in detail in Chapter on Operation and Maintenance in this
tender, as per the given specifications & required quantity and cost of all the major/minor
spares and chemicals required for any type of repairing or replacement during the period of
One year shall be borne by the contractor.
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8.17 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 materials
8.18 Setting Out Works
The Engineer-in-charge shall furnish the contractor with only the four corners of the
work site and a level benchmark 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.
8.19 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.
8.20 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.
8.21 Testing and Commissioning:
a) The tenderer shall carry out testing, commission and trial run of the plant for three years
period. Any defects found in design. workmanship or in any of the equipment supplied
by the tenderer shall be rectified by the tenderer at his own cost within a reasonable
time to be decided by the Engineer-in-charge. Beyond this period suitable penalty shall
be levied and the plant shall be tested again for faultless running of three months to the
entire satisfaction of the Engineer-in-charge. All the skilled/ unskilled labour, oil, grease,
spares and all other consumable items and other arrangement shall have to arranged
by the Contractor at his cost during the testing, commissioning and till handing over the
b) During the period of testing and commissioning the tenderer shall make available at
site experienced personnel for operating the treatment facility. Two copies of
operation manual detailing the function of all the civil, mechanical, electrical, units
and instruments, operation, routine maintenance, and preventative maintenance shall be
supplied before trial run of the proposed Municipal Solid Waste Treatment plant.
8.22 Project Management Consultant and Third-Party Inspection
This Project is being executed under Swachh Bharat Mission Scheme, which undergoes T.P.I.
& P.M.C. agencies intervention. Contractor shall comply all the comments, instructions,
recommendation, rectification etc. issued by the supervising agency T.P.I. & P.M.C. without
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any extra cost, however the charges of both supervising agencies shall be borne by the
Bhavnagar Municipal Corporation.
The contractor shall provide necessary support and assistances to the supervising agencies.
8.23 Instruction Manual for Operation & Maintenance:
After the total completion and before the commissioning of the plant, the contractor shall
submit the 02 (two) copies of the operation & maintenance manual for the proposed
Municipal Solid Waste Treatment plant.
The contractor shall submit in duplicate (soft copy and hard copy each in duplicate)
operational and maintenance manual for all the process units including for equipment and
instruments. The manual shall include details such as objectives, pre-commissioning
instructions as well as detailed operational aspects and instructions on startup,
normal operation and shut down procedure for treatment plant units including analytical
methods to be adopted at various stages of monitoring treatment plant to achieve desired
results. The detailed characteristics of various supplied equipment shall be part of manual.
The necessary detailed drawings such as plant layout, mass flow diagram and P & I diagram
shall be also enclosed.
All the reinforcement steel to be used for the RCC work for the proposed Municipal Solid waste
Processing plant at all levels, shall be CRS type of Fe 500 Grade confirming to IS:1786 and from
the specified vendors/manufacturers only. Test certificates indicating steel confirming to
required IS, must accompany before delivery of each & every lot of reinforcement steel to be
supplied & used for the proposed work. After delivery of such reinforcement steel at site,
testing of steel shall be carried out as per the relevant IS codes, as per the sampling procedure
given in the same.
All the cement to be used for the proposed work for any civil engineering activity like- PCC,
RCC, inside & outside plastering, IPS & flooring etc., shall be Ordinary Portland Cement,
confirming to IS:12269/87(Latest Edition) and of the specified vendors/manufacturers only.
The Contractor shall have to get approval from factory inspector as per factory act and should
submit the certificate of approval to BMC The required drawings to be submitted to factory
inspector shall be supplied by the Contractor and approved drawings shall be handed over
to BMC All necessary drawings/liaisons work etc. will be done by the contractor. BMC will
assist only in submission of the application forms.
The contractor shall be required to give test report and submit the same to Electrical
Inspector for complete Electrical works done by the Contractor. The approved drawing / test
reports shall be handed over to BMC
Insurance / responsibility of all the materials / equipments / plants shall be the Contractor’s
responsibility till Completion of project duration.
Guidelines to be followed at work site:
i. All the items occurring in the work and as found necessary during actual execution shall
be carried out in the best engineering manner/practice as per specifications and as
directed by the Engineer-in-charge.
ii. The Contractor shall engage qualified Engineer for the execution of work who will remain
present for all the times on site and will receive instructions and orders from the
Engineer- in-charge or his authorized representatives. The instructions and orders given
to the contractor’s representative on site shall be considered as if given to the contract
iii. A 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 them out promptly.
iv. Figured dimensions of drawings shall supersede measurements by scale. Special
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dimensions or directions in the specifications shall supersede all other dimensions.
v. All levels on drawings are for general guidance and the contractor shall be responsible
to take regularly levels at the site before actually starting the work. The level shall
be connected to the G.T.S. levels and shall be got approved from the Engineer-in-charge.
vi. If the arrangement for any temporary work is required to be made during any work of this
contract, this shall be made by the contractor without claiming any extra cost.
vii. As the proposed work is to be carried out within city limit, the cleanliness should
be preserved in & surrounding the workspace.
Following must be specifically noted;
[a] No advance payment terms are accepted.
[b] No `D' or ‘C' Form or Octroi exemption certificate will be furnished by the BHAVNAGAR
MUNICIPAL CORPORATION.
[c] The plant is located within the BMC Limit.
[d] Rates quoted must be exclusive of GST, as applicable as on date of bidding and no
dispute at later date will be entertained. However, if any new taxes levied by
government during the period of contract (Capital and O & M), the same shall be
reimbursed on submission of documentary proof of its payment.
However, for getting the benefit of the exemption in the custom duty or any other tax benefits
as per the prevailing policy of the Central Government for the construction of new Municipal
Solid Waste Treatment plant and transferring the same benefit of reduced costs to
BHAVNAGAR MUNICIPAL CORPORATION, the bidders should quote their lump-sump price in
price bid after taking in to consideration for benefits of custom duty or any other tax for the
items/equipment suggested as per that policy. BHAVNAGAR MUNICIPAL CORPORATION will
give a supporting letter to the contractor to obtain the necessary certificate/letter for
exemption of custom duty etc. for those items / equipment required for the proposed work
from the respective authority after sanctioning & award of work.
[e] Applicable TDS as per prevailing Rules, will be deducted from all the payments made
to the contractor.
[f] Construction period and Plant Establishment period will remain 1 2 (Twelve)
months including testing, trial run and commissioning [Including monsoon] as
mentioned in the tender.
[g] EMD & SD shall be furnished as per tender terms and conditions only.
[h] It is to note that, it is the responsibility of contractor to watch and ward and make
keep security arrangement during capital as well as entire O & M period.
All the applicable taxes as per the Government Rules and Regulations shall have to borne by the
Contractor only, no compensation shall be paid on this account.
Interest of any kind what so ever shall never be paid/entertained in any case including delayed payment
of Running bills or final bill or any such or all dues with BHAVNAGAR MUNICIPAL CORPORATION.
The Bhavnagar Municipal Corporation May Do Part of The Work
Upon failure of the Contractor to comply with any instructions g iv e n in accordance with the
provisions of this contract, the Bhavnagar Municipal 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 BHAVNAGAR MUNICIPAL CORPORATION may designate or also engage
another Contractor to carry out the work. In such cases, the BHAVNAGAR MUNICIPAL CORPORATION
shall deduct from the amount which otherwise becomes due to the Contractor, the cost of such work
and materials with 10% added to overall departmental charges a n d should the total amount thereof
and materials with 10% added to overall departmental charges a n d should the total amount thereof
exceed the amount due to the Contractor, the Contractor shall pay the difference to the BHAVNAGAR
MUNICIPAL CORPORATION.
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Contractor to note that BMC may 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 BMC shall be final.
BMC has conceived this project duly considering the benefits that can be availed through CDM (Clean
Development Mechanism). The contractor shall have to provide all necessary technical support in this
regard and shall not be paid any extra cost towards the technical support to avail CDM benefits.
Unless otherwise specified anywhere in the tender, no arbitration regarding any or all the issues in this
tender shall be allowed whatsoever.
All the matter pertaining to this tender shall be subjected to Bhavnagar Jurisdiction only
Executive Engineer
Solid Waste Management
BHAVNAGAR MUNICIPAL CORPORATION
Signature of the Contractor with seal
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9 DESCRIPTION OF THE PROJECT:
Brief Description of Task:
BHAVNAGAR MUNICIPAL CORPORATION wishes to engage private operators for processing of Municipal Solid
Waste (wet waste & dry waste) and disposal of end products as per Solid Waste Management Rules 2026 and
best Engineering practices within Municipality/ Municipal Corporation limits. It will be constructed &
developed subsequently after allotment of suitable land by BHAVNAGAR MUNICIPAL CORPORATION. The
income derived from sale of compost/bio gas, RDF, recyclable material etc. shall be of the agency. The agency
will be responsible for providing services under the scope of work.
9.1 Introduction:
Solid Waste Management is one of the most essential services for maintaining the quality of life in the urban
areas and for ensuring better standards of health and sanitation. BHAVNAGAR MUNICIPAL CORPORATION
have overall responsibility for Solid Waste Management (SWM) in Bhavnagar City. Improper disposal of waste
in uncontrolled dumpsites or burning of waste can aggravates environment though impacts on water and air
and can result in serious health problems and environmental degradation. Due to merger of nearby villages in
Bhavnagar city and likely increased in generation of Solid waste due to rapid urbanization and increase in
population, BHAVNAGAR MUNICIPAL CORPORATION intends to initiate action to ensure environmentally
sound and sustainable ways of dealing with waste generation, treatment and disposal.
Municipal Solid waste processing plant shall be installed for treatment & disposal MSW generated from the
Bhavnagar city as per the latest guidelines of Central Pollution Control Board (CPCB), Gujarat Pollution Control
Board (GPCB), SWM Rules 2026, CPHEEO Manual, NGT Order and Guidelines and other applicable Norms, Act,
A “Two Stage” bidding process has been planned for determining the Successful Bidder. The Bidders would be
required to meet the minimum threshold Technical Qualification Conditions and qualify for undertaking the
Project as set out in this Tender document. This qualification assessment would be carried out as part of the
current bidding and evaluation process. The Financial Proposals of only those Bidders that possess the
minimum Technical Qualification Conditions as laid down in this Tender and other relevant documents (as per
the formats and Annexure mentioned in Volume – I: Technical Bid) would be opened and evaluated.
Proposals from bidders will be evaluated on the basis of the criteria set out in this Tender document in order
to identify the successful bidder for the Project (hereinafter referred to as “Successful Bidder”). The Successful
Bidder would then have to enter into a Concession Agreement with the BHAVNAGAR MUNICIPAL
CORPORATION and perform the obligations as stipulated therein, in respect of the Project.
Special Condition for Increase or decrease of Quantity
Quantity of Fresh Waste to be processed by Bidder is 200 TPD. But Quantity of Waste to be processed shall be
increase or decrease on the ± 20% of 200 TPD.
The overall objective of this project is to create an efficient and effective Solid Waste Management system in
BHAVNAGAR MUNICIPAL CORPORATION. The sub objectives are as follows:
To comply with Solid Waste Management Rules, 2026 and applicable laws, rules, guidelines in India
and best Engineering practices through Public Private Participation.
To improve the existing standards of public health and environmental quality by establishing
technically suitable MSW processing plant for conversion of MSW to useful products- Compost
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/Soil/ Stone / RDF Incl. Recycling of recoverable material and safe disposal of residue inert waste
as generated during waste processing at the ear marked position to be shown.
Improve productivity of manpower, materials and equipment and promote economic operations of
disposal of inert as per SWM Rules 2026 will be Responsibility of Bidder.
Promote and protect the quality and sustainability of overall urban environment in the service area.
9.3 Location of the Facilities :
The location of the Site, wherein the proposed Municipal Solid waste processing plant shall be setup is, at Nari
Solid Waste Disposal Site.
The land area, which shall be given to the Successful Bidder for the setup of Municipal Solid waste processing
plant, shall be individually termed as “Facility”.
BHAVNAGAR MUNICIPAL CORPORATION proposes to select a Successful Bidder for taking up the development
of the aforesaid Project in the form of a Concession.
The Concession Period for the Project shall be for a period of 03 (Three) year.
This Concession Period is to be considered from the date on the satisfaction of the Conditions Precedent i.e.
Compliance Date (i.e. from the date of commencement of operation).
9.3.1 Site Particulars
The intending tenderer shall be deemed to have visited the site and familiarized themselves thoroughly with
the site conditions before submitting the tender. Non-familiarity with the site conditions will not be considered
a reason either for extra claims or for not carrying out the work in strict conformity with the specifications of
For site visit, the intending tenderer may contact Executive Engineer, Solid Waste Management Department),
BHAVNAGAR MUNICIPAL CORPORATION.
Maximum 29,027 SQ M of the land shall be provided at Nari -Kumbharwada road Solid Waste Disposal Site or
wherever BMC allots suitable site within Bhavnagar City limits for setting up the plant and machineries. Details
of Land required for setting up Municipal Solid waste processing plant with the proposed technology has to
be provided by the Bidder in their technical proposal.
9.4 Timeline and Project Activities:
Sr. No. Activities Time period for completion
1 Handing over the Project Site. 15 days from the date of issue
2 Construction & erection of the Plant/ Commercial 12 months from the issue of
Operations Date (COD) including fulfillment of Condition LoA/LoI (Including Monsoon).
3 3.1 Processing period of Fresh Waste Processing Plant 03 Years (Including Monsoon)
3.2 Operation Maintenance and Management of Nari Solid
Waste Disposal Site using BMC Machineries/ Vehicles
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SPECIFICATIONS OF MATERIALS
1.1 Water shall not be salty or brackish and shall be clean, reasonably clear and free from
objectionable quantities of silt and traces of oil and injurious 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 –
1.2 If required by the Engineer-in-charge it shall be tested by comparison with distilled water.
Comparison shall be made by means of standard cement tests for soundness, time of setting and
mortar strength as specified in I.S. 12269 – 1989. Any indication of unsoundness, change in time
of setting by 30 minutes or more or decrease of more than 10 percent in strength of mortar
prepared with water sample when compared with the results obtained with mortar prepared
with distilled water shall be sufficient cause for rejection of water under test.
1.3 Water for curing mortar, concrete or masonry should not be too acidic or too alkaline. It shall be
free of elements which significantly affect the hydration reaction or otherwise interfere with the
hardening of mortar or concrete during curing or those which produce objectionable strains 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.
2.0 Lime shall be hydraulic lime as per I.S. 712 – 1995. Necessary tests shall be carried out as per I.
S. 6932 (Parts I to X)
2.1 The following field tests for limes are to carried out ---
a) A very rough idea can be formed about the type of lime by its visual examination i.e. fat lime
bears pure white colour, lime in form of porous lumps of dirty white colour, indicates quick lime,
and solid lumps the unburnt lime stone.
b) Acid tests for determining the carbonate content in lime. Excessive amount of impurities and
rough determination of class of lime.
2.2 Storage shall comply with I. S. 712 – 1995. The slaked lime, if stored, shall be kept in a weather
proof and damp proof shed with impervious floor and sides to protect it against rain, moisture,
weather and extraneous materials mixing with it. All lime that has been damaged in any way shall
be rejected and all rejected materials shall be removed from site of work.
2.3 Field testing shall be done according to I.S. 162 – 1989 to show the acceptability of materials.
3.0 Cement shall be ordinary Portland cement as per latest revision of I. S.
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M-4 WHITE CEMENTS:
4.0 The white cement shall conform to I. S. 8042 –
M-5 COLOURED CEMENT:
5.0 Coloured cement shall be with white or gray Portland cement as specified in the Description of
5.1 The pigments used for coloured cement shall be of approved quality and shall not exceed 10%
of cement used in the mix. The mixture of pigment and cement shall be properly ground to
have a uniform colour and shade. The pigments shall have such properties as to provide for
durability under exposure to sun-light and weather.
5.2 The Pigment shall have the properly such that it is neither affected by the cement not detrimental
6.1 Sand shall be natural sand, clean, well graded, strong, durable and gritty particles free from
injurious amounts of dust, clay, kankar nodules, soft or flaky particles, shale, alkaly, salts,
organic mater, loam, mica or other deleterious substances and shall be got approved from the
Engineer-in-charge. The sand shall not contain more than 8% of silt as determined by field tests.
If necessary the sand shall be washed to make it clean.
6.2 Coarse sand : The fineness modulus of coarse sand shall not be less than 2.5 and shall not
exceed 3.0. The sieve analysis of coarse sand shall be as under ---
I. S. Sieve % by I. S. Sieve % by
Designation weight Designation weight
Passing passing
6.3 Fine sand: The fines modulus shall not exceed 1.0. The sieve analysis of fine sand shall be as
I. S. Sieve % by I. S. Sieve % by
Designation weight Designation weight
Passing passing
2.36 mm 100 300 Micron 5 –
M-7 STONE DUST:
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7.1 This shall be obtained from crushing hard black hard black tray or equivalent; it shall not contain
more than 8% of silt as determined by field test with measuring cylinder. The method of
determining silt contents by field test is given as under.
7.2 A sample of stone dust to be tested shall be placed without drying in 200 mm measuring
cylinder. The quantity of the sample shall be such that it files the cylinder up to 100 mm
Mark. The clean water shall be added up to 150mm marks. The mixture shall be stirred
vigorously and the content allowed settling for 3 hours.
7.3 The height of silt visible as settled layer above the stone dust shall be expressed as percentage of
the height than 8% silt shall be washed so as to bring the silt content within the allowable limit.
7.4 The fineness modulus of stone dust shall not be less than 1.80.
M-8 STONE GRIT :
8.1 Grit shall consist of crushed or broken stone and be hard, strong, dense, durable, clean, of
proper gradation and free from skin or coating likely to prevent proper adhesion of mortar. Grit
shall generally be cubical in shape and as far as possible flaky elongated pieces shall be avoided.
It shall generally comply with the provisions of I. S. 303 – 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
8.2 The grit shall conform to the following gradation as per sieve analysis
I. S. Sieve % Passing I. S. Sieve %
Designation thru’ sieve Designation passing
8.3 The crushing strength of grit will be such as to allow the concrete in which it is used to build-up
the specified strength of concrete.
8.4 The necessary tests for grit shall be carried out as per the requirements of I. S. 2338 (PartsI to
VIII) 1995, as per instruction of the Engineer-in-charge. The necessity of test will be decided by
the Engineering-in-charge.
9.1 Cinder is well brunt furnace residue which has been fused or interred into lumps of varying
9.2 Cinder aggregates shall be well burnt furnace residue obtained from furnace using coal fuel
only. It shall be sound clad and free from clay, dirt, ash or other deleterious matter.
9.3 The average grading for cinder aggregates shall be as mentioned below:
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M-10 LIME MORTAR :
10.1 LIME: Shall conform to specification M-2. WATER: Water shall conform to specification M-1.
SAND: Sand shall conform to specification M-6.
10.2 PROPORTION OF MIX: Mortar shall consist of such proportion s of slaked lime and sand as
may be specified in the Description. The slaked lime and shall be measured by volume.
10.3 PREPARATION OF MORTAR: Lime mortar shall be prepared by wet process as per I. S. 1625 –
1971. Power driven mill shall be used for preparation of lime mortar. The slaked lime shall be
placed in the mill in an even layer and ground for 180 revolutions with sufficient water. Water
shall be added as required during grinding (care being taken not to add more water) that will
bring the mixed material to a consistency of stiff paste. Thoroughly wetted sand shall then be
added evenly and the mixture ground for another 180 revolutions.
10.4 STORAGE: Mortar shall always be kept damp, protected from sun and rain till used up,
covering it by tarpaulin or open sheds.
10.5 USE: All mortar shall be used as soon as possible after grinding. It should be used on the day on
which it is prepared. But in no case mortar made earlier than 36 hours shall be permitted for
M-11 CEMENT MORTAR:
11.1 ater shall conform to specification M-1. Cement shall conform to specification M-3. Sand shall
conform to M-6.
11.2 PROPORTION OF MIX: 11.2.1 Cement and sand shall be mixed to specified proportions, sand
being measured by measuring boxes. The proportion of cement shall be by volume on the basis
of 50 Kg/Bag of cement being equal to 0.0342 Cu.m. The mortar may be hand mixed or machine
mixed as directed.
11.3 PREPARATION OF MORTAR: 11.3.1. In hand mixed mortar, cement and sand in the specified
proportions shall be thoroughly mixed dry on a clean impervious platform by turning over at
least3 times or more till a homogeneous mixture of uniform colour is obtained. Mixing platform
shall be so arranged that no deleterious extraneous material shall get mixed with mortar or
mortar shall flow out. While mixing, the water shall be gradually added and thoroughly mixed to
form a stiff Plastic mass of uniform colour so that each particle of sand shall be completely
covered with a film of wet cement. The water cement ratio shall be adopted as directed.
11.4 The mortar so prepared shall be used within 30 minutes of adding water. Only such quantity of
mortar shall be prepared as can be used within 30 minutes.
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M-12 STONE COARSE AGGREGATE FOR NOMINAL MIX CONCRETE:
12.1 Coarse aggregate shall be of machine crushed stone of black trap or equivalent and be hard, strong,
dense, durable, clean and free from skin and coating likely to prevent proper adhesion of mortar.
12.2 The aggregate shall generally be cubical in shape. Unless special stones of particular quarries are
mentioned aggregates shall be machine crushed from the best black trap or equivalent hard stone
as approved. Aggregate shall have no deleterious reaction with cement. The size of the coarse
aggregate for plain cement concrete and ordinary reinforced cement concrete shall generally be
as per the table given below. However, in case of reinforced cement concrete the maximum limit
may be restricted to 6 mm. less than the minimum lateral clear distance between bars or 6mm.
less than the cover whichever is smaller.
I.S. Sieve Percentage I.S. Sieve Percentage passing for single
Designation passing for single Designation sized aggregates of Normal Size
sized aggregates
of Nominal size
NOTE :- This percentage may be varied somewhat by the Engineer-in-charge when considered
necessary for obtaining better density and strength of concrete.
12.3 The grading test shall be taken in the beginning and at the change of source of materials. The necessary
tests indicated in I. S. 383 - 1990 and I. S. 456 – 2000 shall have to be carried out to ensure the
acceptability. The aggregates shall be stored separately and handled in such a manner as to prevent the
intermixing of different aggregates. If the aggregates are covered with dust, they shall be washed with
water to make, them clean.
M-13 BLACK TRAP OR EQUIVALENT HARD STONE COURSE:
13.1 Aggregate for Design Mix Concrete: Coarse aggregate shall be of machine crushed stone of
black trap or equivalent hard stone and be hard, strong, dense, durable, clean and free from
skin and coating likely to prevent proper adhesion of mortar.
13.2 The aggregates shall generally be cubical in shape, unless special stones of particular quarries are
mentioned, aggregates shall be machine crushed from the best, black trap or equivalent hard
stones as approved. Aggregate shall have no deleterious reaction with cement.
13.3 The necessary tests indicated in I. S. 383 - 1990 and I. S. 456 – 2000 shall have to be carried
out to ensure the acceptability of the material.
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13.4 If aggregate is covered with dust it shall be washed with water to make it clean.
M-14 BRICKS BATS AGGREGATE:
14.1 Bricks bat aggregates shall be broken from well burnt or slightly over burnt and dense bricks. It
shall be homogeneous in texture, roughly cubical in shape, clean 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 Description. The under burnt or over burnt brick bats shall not be allowed.
14.2 The bricks bats shall be measured by volume by suitable boxes as directed.
15.1 The bricks shall be hand or machine molded 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 molded with a frog
of 100 mm x 40mm and 10mm to 20mm deep on one of its flats sides. The bricks shall not break
when dropped on the ground from a height of 600mm.
15.2 The size of modular bricks shall be 190mm x 90mm x 90mm.
The size of conventional bricks shall be as under --- 225 x 110 x 75mm.
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) –
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M-15A BURNT CLAY FLY ASH BUILDING BRICKS:
The Burnt Clay Fly Ash building bricks shal1 conform to Grade-5 of IS-13757. The frog of the 80 to100 mm x
40 mm x 10 to 20 mm size.
The size of modular bricks shall be 190 mm x 90 mm x 90 mm.
The size of conventional brick shal1 be 230 mm x 110 mm x 70 mm.
Only bricks of one standard size shall used 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 Burnt Clay Fly Ash building bricks shall not be less than
Kg/Sq-Cm. and the test shall be conform to IS-3495 (Part-1).
The averages water absorption not more than 20 percentages by weight and the test shall conform to
IS-3495(Part-3). Sampling of Burnt Clay Fly Ash building bricks and criteria for conformity shall be as
16.1 The stone shall be of the specified variety such as Granite / Trap stone/ Quartzite or any other
type of good hard stones. The stones shall be 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 –
1994. The minimum crushing of the strength of the stone shall be 200 Kg/Sq.cm. unless
otherwise specified.
16.2 The sample of the stone to be used shall be got approved before the work is started.
16.3 The khanki facing stone shall be dressed by chisel as specified in the Description 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 40mm. from the general wall surface and on
face to be plastered it shall not project by more than 19 mm nor shall it have depressions more
than 10 mm from the average wall surface.
M-17LITERATE STONE :
17.1 Literate stone shall be obtained from the approved quarry .It shall compacted in texture, sound,
durable and free from soft patches, It shall have a minimum crushing strength of 100 kg / Sq.
cm. in its dry condition. It shall not absorb water more 20% of its own weight when immersed
for 25 hours in water. After quarrying, the stone shall be allowed to weather for some time
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before using in work.
17.2 The stone shall be dressed into rectangular blocks so that all faces are from waviness and
unevenness and the edges true and square.
17.3 Those types of stone in which white clay occurs should not be used.
17.4 Special corner stone’s shall be provided where so directed.
M-18 MILD STEEL BARS:
18.1 Mild steel bars reinforcement for R.C.C work shall conform to I.S. 432 – 1995 and shall be of
tested quality. It shall also comply with the relevant part of I. S. 456 –
18.2 All the reinforcement shall be clean and free form dirt, paint, grease, mill scale or loose or thick
rust at the time of placing.
18.3 For the purpose of Payment the bar shall be measured correct up to 10 mm length and weight
payable worked out as per the rate specified below:
i) 6m 0.22 Kg / Rmt viii) 20 2.47 Kg /
ii) 8m 0.39 Kg / Rmt ix) 22 2.98 Kg /
vi) 16 1.58 Kg / Rmt xiii) 36 7.99 Kg /
vii) 18 2.00 Kg / Rmt xiv) 40 9.86 Kg /
M-19 HIGH YIELD STRENGTH STEEL DEFORMEDBARS:
19.1 High yield strength steel deformed bars shall be Thermo-Mechanically Twisted and shall
conform to I.S. 1786 –
19.2 Other provision and requirement shall conform to specification No. M-18 for Mild Steel Bars.
M-20 HIGH TENSILE STEEL WIRES :
1.1 The high tensile wires for use in prestressed concrete shall conform to I.S.2090 –
1.2 The tensile strength of high tensile steel bars shall be as specified in the Description. In
absence of the given strength and minimum strength shall be taken as per Para 6 – 1 of the
I.S. 1785 – 1983. Testing shall be done as per I.S. requirements.
1.3 The high tensile steel shall be free from loose mill scale, rust, oil, grease or any other harmful
matter. Cleaning of steel bars may be carried out by immersion in solvent solution, wire
brushing or passing through a pressure box containing Carborundum.
1.4 The high tensile wire shall be obtained from manufactures in coils having diameter not less than
350 times the diameter of wire itself so that wire springs back straight on being uncoiled.
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M-21MILD STEEL BINDING WIRE:
21.1 The mild steel wire shall be of 1.63mm or 1.22mm (16 or 18 gauge) diameter and shall conform
21.2 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 cement mortar.
M-22STRUCTURAL 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 –
When the steel is supplied by the contractor test Certificates of the manufactures shall be obtained
according to I.S. 226 – 1975 and other relevant Indian Standards.
M-23GALVANISED IRON SHEETS:
23.1 The galvanized iron sheets shall be plain or corrugated sheets of gauge as specified in Description.
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.
23.2 The length and width of G. I. sheets shall be as directed as per site condition.
M-23-A G. I. VALLEYS GUTTER, RIDGES:
23-A.1 The G. I. Ridge sand hips shall be of plain galvanized sheets class-3 of the thickness as specified in
Description. These shall be 600 mm width and properly bent up shape without damage to the sheets
in process of bending.
23-A.2 Valleys gutters and flashings shall be also of galvanized sheet of thickness as specified in Description.
Valleys shall be 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:
24.1 Asbestos cement sheets plain, corrugated or semi-corrugated shall conform to I. S. 459 -
The thickness of the sheets shall be as specified in the Description. The sheet shall be free from
all defects such as cracks, holes, deformities, chipped edges or otherwise damaged.
24.2 Ridges and Hips:
24.2.1 Ridges and hips shall be of same thickness as that if A.C. sheets. The types of ridge shall be
suitable for the types of sheets and locations.
24.2.2 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 locations.
M-25 MANGALORE PATTERN ROOF TILES:
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25.1 The Mangalore pattern tiles shall conform to I.S. 654 – 1992 for Class ‘AA’ or ‘A’ type as specified in
Description. Samples of the tiles to be proved shall got approved from the Engineer-in- charge.
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 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 consist of bullies having 100mm 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 – 10 sq.m. 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 surfaces 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 Engineering- in-charge.
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M-27EXPANSION JOINTS – PREMOULDED FILLER:
1.1 The Description provided for expansion joints in R.C.C. Frame structures for internal joints, as
well as exposed joints, with the use of premoulded bituminous joint filler.
1.2 Premoulded 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.
1.3 Thickness of the pre moulded joint filler shall be 20 mm unless otherwise specified.
1.4 Premoulded bituminous joint filler shall conform be I. S. 1838 –
M-28 EXPANSION JOINTS - COPPER STRIPS AND HOLD FASTS:
28.1 The Description provides for expansion joints in R.C.C. frame structure for internal joint as well
as for exposed joints with the use of necessary copper strip and hold fasts.
28.2 Copper sheet shall be 1.25 mm thick and of 1.25 mm with ‘U’ shape in the middle, copper strip
shall have hold fast 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 20 mm.
Depth of ‘U’ to be provided in the expansion joint, in the copper plate shall be of 20 mm.
M-29 TEAK WOOD:
29.1 The teak wood shall be of good quality as required for the Description to be executed. When
the kind of wood is not specifically mentioned, good Indian teak wood as approved shall be
29.2 Teak wood shall generally be free from large, loose, dead or cluster knots, flaw, warps, twists,
shakes, bends or any other defects. It shall generally be uniform in substance and of straight
fibers as far as possible. It shall be free from rot, decay, harmful fungi and other defects of
harmful nature, which will affect the strength, durability or its usefulness for the purpose for
which it is required, the colour shall be uniform as far as possible, any effort like painting, using
any adhesive or resinous materials made to hide the defects shall render the pieces liable to
rejection by the Engineer-in-charge.
29.3 All scantlings, planks etc. shall be sawn in straight lines and planes in the direction of grains
and of uniform thickness.
29.4 The tolerances in the dimensions shall be allowed at the rate of 1.5 mm per face to be planed
29.5 First Class Teak Wood :
First class teak wood shall have no individual hard and sound knots, more than 6 sq.cm. in size and the
aggregates area of such knots shall not be more than 1% of area of piece. The timber shall be closed
Second Class Teak Wood:
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No individual hard and sound knots shall be more than 15 sq cm in size and aggregates area of such
knots shall not exceed 2% of the area of piece.
M-29-A NON – TEAK WOOD:
The non- teak wood shall be chemically treated, seasoned as per I.S. Specification and of good quality.
The types of wood shall be got approved before collecting the same on site Fabrications of wooden
members shall be started only after approval. For this purpose wood of Bio, Kalai, Sires, Saded, Behda,
Jamun, Sisoo will be used for door frames whereas only Kalai, Siras, Halda, Kalam etc will be permitting
for shutters after proper seasoning and chemical treatment.
The non teak wood shall be free large, loose dead of cluster knots, flows, shakes, warps bends, or any
other defect. It shall be uniform in substance and of straight fibers as per as possible. It shall be free
from rots, decay, harmful fungi and other defects of similar nature which will affect the strength,
durability or its usefulness for the purpose for which it is required. The colour of the wood shall be
uniform as far as possible. The scantalings, planks etc. shall be sawn in straight lines and planes in the
direction of grain and of uniform thickness.
The department will use the agency to produce a certificate from the Forest Department in the event
of a dispute and the decision of Department shall be final and binding to the contractor.
The tolerance in the dimension shall be allowed at 1.5 mm. per face to be planed.
M-30 WOODEN FLUSH DOORS HUTTERS (SOILD CORE):
22.1 The solid core type flush door shutters shall be of decorative or non – decorative types as
specified in the drawing. The size and thickness of the shatter shall be as specified in drawing s
or directed. The timber species for core shall be used as per I.S. 2202 – (Part –I)-1991. The
timber shall be free from decay and insect attack. Knots and knot holes less than half the width
of cross- section of the members, pitch streaks an harmless pin holes shall be permissible expect
in the exposed edge of the core members. The commercial plywood, cross bands shall conform
22.2 The face panel of the shutter shall be formed by gluing by the hot press process on both faces
of the core with either plywood or cross bands, or face veneers. The lapping, rebating opening
of glazing, Venetian etc, shall be provided if specified in the drawing.
All edges of the door shutters shall be square. The shutters shall be free from twist or warp in its plan,
both faces of the shutters shall be sand papered to smooth even texture.
The shutters shall be tested for ---
i) End immersion Test: The test shall be carried out as per I.S. 2202 (Part – I) 1991. There shall
be no delamination at the end of the test.
ii)Knife Test: The face panel when test in accordance with I.S. 1659 – 1990 shall pass the test.
iii)Glue adhesion Test: the flush door shall be tested for glue adhesive test in accordance with
I.S.2202 (Part – I) – 1991. The shutters shall be considered to have passed the test if no
delamination occurs in the glue lines in the Plywood and if no single delamination more than
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mm. in length and more than 3mm. in depth have occurred in the assembly glue lines between
the plywood face and the style and rail. Delamination at the corner shall be measured
continuously around the corner. Delamination at the knots knot, whole and other permissible
wood defects shall not be considered in assessing the sample.
22.3 The tolerance in size of solid core type flush door as under: - In nominal thickness # 1.2 mm. In nominal
height # 3 mm. The thickness of the shutters shall be uniform throughout with a permissible variation of
not more than 0.8 mm. when measuring at any two points.
M-31 ALUMINIUM DOORS, WINDOWS, VENTIALATORS:
31.1 Aluminum alloy used in the manufacture of extruded window section shall conform to I.S.
designation HEA – WP of I.S: 733 – 1991 and also to I.S. Designation WVG – WP of I. S.: 1285 –
1991. The sections shall be as specified the drawing and design. The fabrication shall be done
31.2 The hinges shall be cast or excluded aluminum hinges of same type as in window but or large
31.3 The hinges shall normally be of 50 mm projecting type non projecting type of hinges may also
be used if directed. The handles of door shall be of specified design. A suitable lock for the
door operable either from outside shall be provided. In double shutter door, the first closing
shall have a concealed aluminum alloy bolt at top and bottom.
M-32ROLLING SHUTERS:
32.1 The rolling shutters shall conform to I. S. 6248 – 1991.Rolling shutters shall be supplied of
specified type with accessories. The size of the rolling shutters shall be specified in the drawings.
The shutters shall be constructed with interlocking lath section formed from cold rolled steel
strips not less than 0.9 mm thick and 80 mm. wide for shutters 3.5 m. Width not less than
mm. thick and 80 mm. Wide for shutters 3.5 m. in width and above unless otherwise specified.
32.2 Guide channels shall be of mild steel deep channels section and of rolled pressed or built up
(fabricated) joint less construction. The thickness of sheet used shall be not less than
32.3 Hood covers shall be made of M.S sheets not less than 0.92 mm thick. For shutters having width
3.5 mts. and above, the thickness of M.S. sheet for the hood cover shall be less than 1.25 mm.
32.4 The spring shall be of best quality and shall be manufactured from tested high tensile spring
steel wore or strip of adequate strength to balance the shutters in position. The spring pipe
shaft etc. shall be supported on strong M. S. or malleable C. I. brackets. The brackets shall be
fixed on the or under lintel as specified with rawly Plugs and a screw bolts etc.
32.5 The rolling shutters shall be of self rolling type up to 8 sq. m. clear area without ball bearing and
up to 12 sqm Clear area with ball bearing. If the rolling shutters are of larger then gear operated
type shutter shall be used.
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32.6 The locking arrangement shall be provided at the bottom of shutter at both ends. The shutters
shall be opened from outside.
32.7 The shutters shall be completed with door suspension, shafts, locking arrangement, pulling
hooks, handles and other accessories.
M-33COLLAPSIBLE STEEL GATE:
33.1 The collapsible steel shall be in one or two leaves and size as per approved drawings or as specified. The
gate shall be fabricated from best quality mild steel channels, flates etc. Either steel pulleys or ball
bearing shall provide in every double channel. Unless otherwise specified the particulars of collapsible
gate shall be as under ---
i) Pickets: These shall be 20mm. M.S. channels of heavy sections unless otherwise shown on
drawings. The distance centre to centre of Pickets shall be 12 cms. With an opening of 10 cm.
ii) Pivoted M. S. flats shall be 20 mm. X 6 mm.
iii) Top and bottom guides shall be from toe or flats iron of approved size.
iv) The fittings like stoppers, fixing hold fasts, locking cleats, brass handles and cast iron rollers
shall be of approved design and size.
M- 34 WELDING STEEL WIRE FABRIC:
34.1 Welding steel wire fabric for general purpose shall be manufactured from cold drawn steel as drawn or
galvanized steel conforming to I. S. 266 – 1975 with longitudinal and transverse wire surely connected
at every intersection by a process of electrical resistance welding and conforming to I.S. 4948 –
It shall be fabricated and finished in workmen like manner and shall be free from injurious defects and
shall as ruest proof. The type of mesh shall be oblong or square as directed. The mesh size and sizes of
wire for square as well as ablong welded steel wire fabric shall be as directed. The steel wire fabric in
panels shall be in one whole piece in each panel as far as stock sizes permit.
M-35EXPANDED METAL SHEETS:
35.1 The expanded metal sheets shall be free from flaws, joints, welds, broken, stands, laminations
and other harmful surface defects Expanded metal steel sheet shall conform to I.S. 412 –
expects that blank sheets need not be with guaranteed mechanical properties. The size of the
diamond mesh of expanded metal and dimension of strands (width and thickness) shall be as
specified. The tolerance or nominal weight of expanded metal sheets shall be of + 10 per cent.
35.2 Expands metal in panels shall be in one whole piece in each panel as far as stock sizes permit.
The expanded metal sheets shall be coated with suitable protective coating to prevent
M-36MILD STEEL WIRE (Wire Gauze jail):
36. 1 Mild steel wire may be galvanized, as indicated. All finished steel wire shall be well cleanly drawn to the
dimensions and size of wire as specified in Description. The wire shall be sound, free from Slits, surface
flaws, rough jagged and imperfect edge and other harmful surface defects and shall conform to I.S.
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37.1 The Plywood for general purpose shall conform I.S. 303 – 1998.Plywood is made by cementing
together thin boards or sheets of wood into panels. There are always an old number of layers
3, 3, 7, 9, Ply etc. The plies are placed so that the grain of each layer is at right angles to the
grain in the adjacent layers.
37.2 The chief advantage of plywood over a single board of the same thickness is the more uniform
strength of the Plywood along the length and width of the Plywood and greater resistance to
cracking and slitting with change in moisture content.
37.3 Usually synthetic resins are used for gluing. Phenolic resins are usually cured in a hot press which
compresses and simultaneously heats the plies between hot plates which maintain a
temperature of 90-degree C. to 140-degree C. and a pressure of 11 to 14 kg./Sq.cm on the
wood. The time of heating may be anything from 2 to 60 minutes depending upon thickness.
37.4 When water glue are used the wood absorbs so much water that the finished plywood must
be dried carefully, when synthetic resins are used as adhesive the finished plywood must be
exposed to atmosphere of controlled humidity until the proper amount of moisture has been
37.5 According to I. S : 303 – 1998 the plywood for general purpose shall be three grades namely
BWR.WWR and CWR depending upon the adhesives used for bounding the veneers and it will
be further classified into six types namely AA, AB, AC, BB, BC, and CC based on the quality of
the two faces, each face being of three kinds namely A, B, and C. After pressing, the finishing
plywood should be reconditioned to a moisture content not less than 8 percent and not more
than 16 percent.
37.6 THICKNESS OF PLYWOOD BOARDS
Board Thickness Board Thickness
3 Ply 3 mm 7 Ply 9 mm
6 mm 9 Ply 13 mm
5 Ply 5 mm 16 mm
8 mm 11 Ply 19 mm
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38.1 All glass shall be of the best quality, free from specks, bubbles, smokes, veins air holes blisters
and other defects. The kind of glass to be used shall be as mentioned in the Description or
specification or in the special provisions or as shown in detailed drawings. Thickness of glass
panes shall be uniform. The specification for different kinds of glass shall be as under -----
38.2 Sheet Glass:
38.2.1 In the absence of any specified thickness or weight in the Description or detailed specifications
of the Description of work, sheet glass shall be weighing 7.5 kg./Sq.m. for panes up to 600 mm. X
38.2.2 For panes larger than 600 mm. x 600 mm. and up to 800 mm. glass weighing not less than
8.75 kg./Sq.m. shall be used. For bigger panes up to 900 mm. X 900 mm. glass weighing not less
than 11.25 kg./sq.m. Shall be used.
38.2.3 Sheet glass shall be patent flattened glass of best quality and for glassing and framing purpose
shall conform to I. S. 761 – 1993. Sheet glass of the specified colours shall be used, if so shown
on detailed drawing or so specified. For important buildings and for panes with any dimensions
over 900 mm. Plate glass of specified thickness shall be used.
38.3.0 Plate Glass:
38.3.1 When Plate glass is specified it shall be “Polished Patent Plate Glass” of best quality. It shall have
both the surface ground flat and parallel and polished to obtain clear undisturbed vision and
reflection. The plate glass shall be of the thickness, mentioned in the Description or as shown in
the detailed drawing or as specified. In the absence of any specified thickness, the thickness of
plate glass to be supplied shall be 6 mm. and a tolerance of 0.20 mm. shall be admissible.
38.4.0 Obscured Glass:
38.4.1 This type of glass transmits light so that vision is partially or almost completely obscured. Glass
shall be plain rolled, figured, ribbed or fluted, or frosted glass as may be specified as required.
The thickness and type of glass shall be as per details on drawings or as specified or as directed.
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38.5.0 Wired Glass:
Glass shall be with wire netting embedded in a sheet of plane glass. Electrically welded 13 mm. Georgian
square mesh shall be used. Thickness of glass shall not be less than 6 mm. wired glass shall be of type and
thickness as specified.
M-39ACRYLIC SHEETS:
39.1 Acrylic sheets shall be of thickness as specified in the Description and of a specified shape and size as the
case may be. Panels may be flats or curved. It should be light in weight. It shall be colourless or coloured
or opaque as specified in the Description. Colourless sheet shall be as transparent as the finest optical
glass. Its light transmission rate shall be about 95%. Transparency shall not be affected for the sheets of
larger thickness. It shall be extremely resistant to sunlight, weather and low temperatures. It shall not
show any significant yellowing or change in physical properties or loss of light transmission over a longer
The sheet shall be impact resistant also. Sheets should be available in complete range of standard
transparent, translucent and opaque colours. Sheets should be available in complete range of standard
transparent, translucent and opaque colours. Sheets shall be of such quality that they can be cut, bent
and jointed as desired. Solution for the joints shall be used as per the requirement of manufacture.
M-40 PARTICLE BOARD:
40.1 The Particle boards used for face panels shall of best quality free from any defects. The particle boards
shall be made with Phenol aldehyde adhesive. The particle boards shall conform to I.S. 3087 – 1990.”
Specification for wood particle board for general purpose.” The size and the thickness of the particle
board shall be as specified.
M-41 EXPANDED POLYSTYRENE OR FRAMES STYROPER SLABS:
41.1 The expanded polystyrene ceiling boards and tiles shall be of approved make and shall be of size
thickness, finish and colour and indicated. It shall be of high density and suitable for use as insulting
material. The insulting material shall be like slab of thermocol etc.
M-42 RESIN BONDED FIBRE GLASS:
42.1 The resin bonded fiber glass tile or rools shall be of approved make and shall be sizes,
thickness and finish as indicated.
42.2 For test of material wood thermal insulation blanket I.S. 3144 – 1991 followed.
42.3 Insulation wool blanket shall be with the following coverings on one or both sides as indicated.
(1) Bituminized bessian Kraft paper suitable for use in position where moisture has to be
(2) Hessian cloth or Kraft paper for keeping out dust.
(3) G.I wire netting, suitable or surfaces to be plastered over.
M-43 FIXTURES & FASTENING:
i) The fixtures and fastenings, that is, butt, hingers, tee and strap hinges, sliding door bolts, tower
bolts, door latch, bath-room latch, handles, door stoppers, casement window fasteners,
casement stays and ventilator catch shall be made of the metal as specified in the Description
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or its specifications.
ii) They shall be of iron, brass, aluminum Chromium plated iron, chromium plated brass, copper
oxidized iron, and copper oxidized brass or anodized aluminum as specified.
iii) The fixtures shall be heavy, medium or light type. The fixtures and fastening shall be smooth
finished and shall be such as will ensure ease of operation.
iv) The samples of fixtures and fastenings shall be got approved as regards quality and shape
before providing them in position.
v) Brass and anodized aluminum fixtures and fastenings shall be bright finished.
i) Hold fasts shall be made from mild steel flat 30 cm. length and one of the hold fasts shall be
bent at right angle and two nos. 6 mm. dia. Holes shall be made in it for fixing it to the frame
with screws. At the other end, the hold fast shall be forked and bent at right angles in opposite
i) Railway standard heavy type butt hinges shall be used when so specified.
ii) Tee and strap hinges shall be manufactured from M. S. sheet.
Sliding Door Bolts (Aldrops):
i) The aldrops as specified in the Description shall be used and shall be got approved.
Tower Bolts (Barrel Type)
i) Tower bolts as specified in the Description shall be used and shall be got approved.
The size of door latch shall be taken as the length of latch.
Bathroom Latch:
Bathroom latch shall be similar to tower bolt.
The size of the handles shall be determined by the inside grip length of the handles. Handles shall have
a base plate of length 50 mm. more than size of the handle.
i) Door stoppers shall be either floor door stopper type or door catch type. Floor stopper shall be of
overall size as specified and shall have a rubber cushion.
i) Door catch shall be fixed at a height of about 900 mm. from the floor level such that one part of the
catch is fitted on the inside of the shutter and other part is fixed in the wall with necessary wooden
plug arrangements for appropriate fixate. The catch shall be fixed 20 mm. inside the face of the door
for easy operation of catch.
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Wooden Door Stop with Hinge:
i) Wooden doors stop of size 100 mm. X 60 mm. X 40 mm. shall be fixed on the door frame with a hinge
of 75 mm. size and at a height of 900mm. from the floor level. The wooden doorstop shall be provided
with 3 coats of approved oil paint.
Casement Window Fastener
Casement window fastener for single lead window shutter shall be left or right-handed as directed.
Casement Stays (Straigot Peg. Stay):
i) The stays shall be made from a channel section having three holes at appropriate position so that the
window can be opened either fully or partially as directed.
Size of the stay shall be 250 mm. to 300 mm. as directed.
Ventilator Catch:
i) The Pattern and shape of the catch shall be as approved.
i)The base and socket Plate shall be made minimum 3 mm. thick plates and projected pivot shall not be
less than 12 mm. dia. and 12 mm. lengths and shall be firmly riveted to the base plate case of iron pivot
and in single piece base in the case of brass pivot.
44.1 Oil Paints:
Oil paints shall be of the specified color and shape, and as approved. The ready mixed paints shall only
be used. However, if ready mixed paint or specified shade or tint is not available white ready mixed paint
with approved strainer will be allowed. In such a case, the contractor shall ensure that the shade of the
paint so allowed shall be uniform.
All the paints shall need with the following general requirements.
i) Paint shall not show excessive setting in a freshly opened full can and shall easily be
redispressed with paddle to a smooth homogeneous state. The paint shall show no curdling,
levering, caking or colour separation and shall be free from lumps and skins.
The paint as received shall brush easily, possess good leveling properties and show no running or sagging
The paint shall not skin within 48 hours in three quarters filled closed container.
The paint shall dry to a smooth uniform finish free from roughness, grit unevenness and other imperfections.
Ready mixed paid shall be used exactly as received from the manufacturers and generally according to
their instructions and without any admixtures whatsoever.
44.2 Enamel Paints:
The enamel paint shall satisfy in general requirements as mentioned in specification of oil paints.
Enamel paints shall conform to I.S. 2933 –
M-45 FRENCH POLISH:
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The French polish of required tint and shade shall be prepared with the below mentioned ingredients
and other necessary materials:
i) Denatured spirit of approved quality.
ii) Shellac.Chandras.
The French polish so prepared shall conform to I. S. 348 –
M-46 MARBLE CHIPS FOR MARBLE MOSAIC TERRAZZO:
46.1 The marble chips shall be of approved quality and shades. It shall be hard, sound, dense and
homogeneous in texture with crystalline and coarse grains. It shall be uniform in colour and
free strains, cracks, decay and weathering.
46.2 The size of various colours of marble chips ranging from the smallest up to 20 mm. shall be used
where the thickness of top wearing layers is 6 mm. in size. The marble ships of approved quality
and colours only as per grading as decided by the Engineer-in-charge shall be used for marble
mosaic tiles or works.
46.3 The marble chips shall be machine crushed. They shall be free from foreign matter, dust etc.
Except as above the chips shall conform to I.S. 2114 –
M-47 FLOORING TILES:
47.1 A)Plain Cement Tiles –
47.1.1 The plain cement tiles shall be of general-purpose type. These are the tiles in the manufacture
of which no pigments are used. Cement used in the manufacture of tiles shall be as per India
47.1.2 The tiles shall be manufactured from a mixture of cement and natural aggregates by pressure
process. During manufacture, the tiles shall be subjected to a pressure of not less than
kg./Sq.cm. The proportion of cement to aggregate in the backing of the tiles shall be not leaner
than 1:3 by weight. The wearing face, though the tiles are of plain cement, shall be provided
with stone chips of 1 to 2 mm. size. The proportion of cement to the marble chips aggregate in
the wearing layer of the tiles shall be three parts of cement to one part of chips by weight. The
minimum thickness of wearing layer shall be 3 mm. The colour and texture of wearing layer
shall be uniform throughout its face and thickness. On removal from mould, the tiles shall be
kept in moist condition continuously at least for seven days and subsequently, if necessary, for
such long period as would ensure their conformity to requirements of I.S. 1237 – 1990 requiring
resistance to wear and water absorption.
47.1.3 The wearing face of the tiles shall be plain, free from projection, depressions and cracks and
shall be reasonably parallel to the back face of the tile. All angles shall be right angle and all
edge shall be sharps and true.
47.1.4 The tile sizes shall generally be square shape 24.85 cm. X 24 .85 cm. or 25 cm. X 25 cm. The
thickness of the tiles shall be 20 mm.
47.1.5 The tolerance of length and breadth shall be plus or minus 1 mm. The tolerance on thickness
shall be plus 5 mm.
47.1.6 The tiles shall satisfy the test as regards transverse strength, resistance to wear and water
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absorption as per I. S. 1237 –
47.2 B) Plain Coloured Tiles:
47.2.1 These tiles shall have the same specifications as for plain cement tiles as per (A) above except
that they shall have a plain wearing surface wherein pigments are used. They shall conform to
I.S. 1237 – 1990.The pigment used for colouring cement shall not exceed 10% by weight of cement
used in the mix. The pigments, synthetic or otherwise, used colouring tiles shall have permanent colour
and shall not contain materials detrimental to concrete.
The colour of the tiles shall be specified in the Description or as directed.
47.3 C) Marble Mosaic Tiles:
47.3.1 These tiles have the same specifications as per plain cement tiles except the requirement as
stared below ---
47.3.2 The marble mosaic tiles shall conform to I.S. 1237 – 1990. The wearing face of the tiles shall be
mechanically ground and filled. The wearing face of the tiles shall be reasonably parallel to the
back face of the tiles. All angles shall be right angles and all edges shall be sharp and true.
47.3.3 Chips used in the tiles be from smallest up to 20 mm. size. The minimum thickness of wearing
layer of tiles shall be 6 mm. For pattern of chips to be bad on the wearing face, a few samples
with or without their full-size photographs as directed shall be presented to the Engineer-in-
charge for approval
47.3.4 Any particular sample, if found suitable shall be approved by the Engineer-in-charge, of he may
ask for particular sized chips to be more or less in the sample presented. The sample shall have
to be made by the contractor till a suitable sample finally approved for use in the work. The
contractor shall ensure that the tiles supplied for the work shall be in conformity with the
approved sample only, in terms of its dimensions, thickness approved sample only, in terms of
its dimensions, thickness of backing layer and wearing surface, materials, ingredients, colour
shade, chips, distribution etc. required.
47.3.5 The tiles shall be prepared from cement conforming to Indian Standards or coloured Portland
cement generally depending upon the colour of tiles to be used or as directed.
47.4. D) Chequered Tiles:
47.4.1. Chequered tiles shall be plain cement tiles or marble mosaic tiles. The former shall have the
same specification as per (A) above and the latter as per marble mosaic tiles as per (C) except
as mentioned below
47.4.2 The tiles shall be of nominal size of 250 m. X 250 mm. or as specified. The centre-to-centre
distance of the chequer shall not less than 25mm. and not more than 50mm. The overall
thickness to the tile shall be 22 mm.
47.4.3 The grooves in the chequers shall be uniform and straight. The depth of the grooves shall not
be less than 3mm. The chequered tiles shall be plain, coloured or mosaic as specified. The
thickness of the upper layer measured from the tops of the chequers shall not be less than
6mm. The tiles shall be given the first grinding with machine before delivery to site.
47.4.4 Tiles shall conform to relevant I.S. 1237-
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47.5 E) Chequered Tiles for Staircase:
47.5.1 The requirements of these tiles shall be the same as chequered tiles as per (D) above except
in following respects:
i) The length of a tile including nose shall be 330 mm.
ii) The minimum thickness shall be 28 mm.
iii) The nosing shall have also the same wearing layer at the top.
iv) The nosing edge shall be rounded.
v) The front portion of the tile for a minimum length of 75 mm. from and including the nosing
shall have grooves running parallel to nosing and at centers not exceeding 25 mm.
Beyond that the tiles shall have normal chequer pattern.
M-48 ROUGH KOTASTONE:
48.1 The kota stones shall be hard, even, sound and regular in shape and generally uniform in
colour. The colour of the stone shall generally be green. Brown coloured stones of the stone
shall generally be green. Brown coloured stones shall not be allowed for use. They shall be
without any soft veins, cracks or flaws.
48.2 The size of the stones to be used for flooring shall be size 600 mm X 600 mm and/or size
mm X 450 mm as directed. However, smaller sizes will be allowed to be used to the extent of
maintaining the required pattern. Thickness shall be as specified.
48.3 Tolerance of minus 30 mm, on account of chisel dressing of edge shall be permitted for length
as well as breadth. Tolerance in thickness shall be plus 3mm.
48.4 The edges of stones shall be truly chiseled, and table rubbed with coarse sand before paving. All
angles and edges of the stone shall be true, square, and free from chipping and the surface shall
be true and plain.
48.5 When machine cut edge are specified, the exposed edges and the edges at joints shall be
machine cut. The thickness of the exposed machine cut edges shall be uniform.
M-49 POLISHED KOTAH STONES:
49.1 Polish kotah stone shall have the same specifications as per rough kotah stone except as
mentioned below.
49.2 The stone shall have machine polished smooth surface. When brought on site, the stones shall
be single polished or double polished depending upon its use. The stones for paving shall
generally be single polished. The stones to be used for dado, skirting, platforms sink, veneering,
sills, steps etc. where machine polishing after the stones are fixed in situ is not possible shall
be double polished.
M-50 DHOLPUR STONE SLAB:
50.1 Dholpur stone slab shall be of best quality as approved by the Engineer-in-charge. The stone
slab shall be without any veins, cracks, and flaws. The stone slab shall be even, sound and
durable, regular in shape and uniform colour.
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50.2 The size of the stone shall be as specified in the Description or detailed drawing or as approved
by the Engineer-in-charge. The thickness of the stone shall be as specified in the Description of
work with the permissible tolerance of plus or minus 2mm. The provisions in respect of
polishing as for polished kotah stone shall apply to polished Dholpur stone also. All angles and
edge of the face of stone slab shall be fine chiseled or polished as specified in the Description
of work and all the four edges shall be machine cut. All eagles and edges of the stone slab shall
be true and Plan.
50.3 The sample of stone shall be got approved from the Engineer-in-charge for shade and tint for a
particular work. It shall be ensured the stones to be used in a particular work shall not differ
much in shade or tint from the approved sample.
M-51 MARBLE SLAB:
Marble slabs shall be green marble of export quality Kesariyaji green or Udepur Green. Green marble
shall not have any colour or ink wash, resin filling, tint, wax coating. The green marble shall be of best
quality as approved by the Engineer-in-charge. Slab shall be bard, close, uniform and in texture. They
shall also be free defects and cracks. The surface shall be surface and the edges, machine cut true and
square. The rear face shall be rough enough to provide key for the mortar.
Marble slabs with natural veins, if selected shall have to be laid as per the pattern given by the Engineer-
in-charge. Size of the slabs shall be minimum 900 mm. X 1800 mm. and preferably 1200mm. X 1800 mm.
However, smaller sizes will be allowed to be used to the extent of maintaining required pattern.
The slab shall not be thinner than the specified thickness at its thinnest part. A few specimens of finished
slab to be used shall be deposited by the contractor in the office for reference.
Except as above, the marble slabs shall conform to I.S.1130 – 1993 or as revised from time to time.
M-52 GRANITE STONE SLABS:
52.1 Granite shall be of approved colour and quality, the stone shall be hard even, sound and
regular in shape and generally uniform in colour. It shall be without and soft veins, cracks or
52.2 The thickness of the stone shall be specified in the Description.
52.3 All exposed faces shall be double polished to tender truly smooth and even reletting surface.
The exposed edges and corners shall be round off as directed. The exposed edges shall be
machine cut and shall have uniform thickness.
M-53 P.V.C FLOORING:
P.V.C. sheets for P.V.C floor covering shall be homogenous flexible type, conforming to I. S. 3462 –
1991.The P.V.C. covering shall neither develop any toxic effect while put to use not shall give off any
disagreeable odor.
Thickness of flexible type covering, or tiles shall be as specified in the description of the Description.
The flexible type shall be baked with Hessian or other woven fabric. The following tolerance shall be
applicable on the nominal dimensions of the sheet of the sheet rolls or tiles:
(a) Thickness + / - 0.15 mm
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(b) Length or width
1. 300 mm square tiles + / - 0.20 mm
2. 600 mm square tiles + / - 0.40 mm
3. 900 mm square tiles + / - 0.60 mm
4. Sheets and rolls + / - 0.10 percent.
53.4.1 The adhesive for PVC flooring shall be of the type and make recommended by the manufactures
of PVC sheet tiles.
M-54 FACTING TILES:
54.1 The facing tiles (burnt clay facing bricks) shall be free from cracks, flaws, and nodules of free lime.
They shall be thoroughly burnt and shall have plan rectangular faces with parallel side’s straight
right-angle faces. The texture of the finished surface that will be exposed when in place shall
conform to an approved sample consisting not less than four stretcher bricks each representing
resistance to penetration by rain and greater durability resistance to penetration by rain and
greater durability than common bricks. The tiles shall conform to I.S. 2691 –
54.2 The standard size of facing brick tiles shall be 19 X 9 X 4 cms. The facing bricks tiles shall be
provided with frog which shall conform to I. S. 1077 -1992.
The permissible tolerance in dimensions specified above shall be as follows.
Size Tolerance for
1 st Class Brick 2nd Class Brick
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The tolerance for distortion or warpage of face or edges of individual brick from a plane surface
and from a straight line respectively shall be as follows:
Facing dimensions Permissible tolerance.
Max below 19 cms. Max. 2.5 mm
Max above 19 cms. Max. 3.0 mm
54.5 The average compressive strength obtained as a sample of five tiles when tested in accordance’s
with the procure aid as per I.S. 1077 – 1992 shall be not less than 175 kg/Sq.cm. The average
compressive strength of any individual brick shall not less than 160 kg / Sq.cm.
54.6 The average water absorption for five brick tiles shall not be exceed 12 Percent of average
weight of bricks before testing. The absorption for each individual bricks shall not exceed
54.7 The brick tiles when tested in accordance with I.S. 1077 – 1992 the rate of efflorescence shall
not be more than “Slightly effloresced “.
M-55 White Glazed Tiles:
55.1 The tiles shall be of best quality as approved by the Engineer-in-charge. They shall be flat and
true to shape. They shall be free from cracks, crazing, sports, chipped edges and corners. The
glassing shall be of uniform shade.
55.2 The tiles shall be of nominal size of 150 mm. X 150 mm. X 150 mm. unless otherwise specified.
The maximum variation from the started sizes, other than the thickness of tile, shall be plus or
minus 1.5mm. The thickness of the tile shall be 6mm. except as above the tiles shall conform to
M-56 GALVANISED IRON PIPES AND FITTINGS:
Galvanized iron pipe shall be of the medium type and of required diameter and shall comply with
I.S. 1239 – 1990. The specified diameter of the pipes shall refer to the inside diameter of the
bore. Clamps, screw and all galvanized iron fittings shall be the standard ‘R’ or equivalent make.
M-57 BIB COCK AND STOP COCK:
57.1 A bib cock is a draw off tap with a horizontal inlet and a free outlet. A stop cock is a value with
a suitable means of connection for insertion in a pipe line for controlling or stopping the flow.
57.2 They shall be of screw down type and or brass chromium plated and of diameter as specified in
the description of the Description. They shall be polished bright.
57.3 The minimum finished weight of bib cock and stop shall be as given below ---
Dia. Bib Cock Dia. Bib Cock Stop Cock
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M-58 GUN METAL WHEEL VALVE:
58.1 The gun metal wheel valve shall be of approved quality. These shall be of gun metal fitted with
wheel and be of gate valve opening full way and of the size as specified. These shall conform to
M-59 WHITE GLAZED PROCELAIN WASH BASIN:
59.1 Wash basin shall be of white porcelain first quality best India make and it shall conform to I.S.
2556 – (Part – IV) - 1994 and I. S. 771 – 1992. the size of the wash basin shall be as specified in
the Description. The wash basin shall be of one-piece construction with continued over-flow
arrangements. All internal angles shall be designed so as to facilitate cleaning. Wash basin shall
have single tap hole, or two holes as specified. Each basin shall have circular waste hole which is
either rebated or beveled internally with 65mm. dia at top and 10m.depth to suit the waste
fitting. The necessary stud slot to receive the bracket on the underside of the basin shall be
provided. Basin shall have an internal so a holder recess which shall fully drain into the bowl.
59.2 White glazed pedestal of the quality and colour as that of the basin shall be provided where
specified in the Description. It shall be completely recessed at the back for reception of supply
and water pipe. It shall be capable of supporting the basin rigidly and adequately and shall be so
designed as to make the height form the floor to top of the rim of basin 750 mm. to 800 mm. as
M-60 EUROPEAN TYPE WATER CLOSET / WITH LOW LEVEL FLUSHING
60.1 The European type of water closet shall be white glazed conforming to I.S. 2556 – 1994 and I.S.
60.2 ‘S’ trap shall be provided as required with water seal not seal not less than 50 mm.
The solid plastic seat and cover shall be of the best Indian make conforming to I.S. 2548 –
They shall be made of moulded synthetic materials which shall be tough and hard with high
resistance to solvents and shall be free from blisters and other surface defects and shall have
chromium Plated brass hinges and rubber of suitable size.
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