Processing of Fresh Municipal Solid Waste, Including Disposal of Segregated By-products, in Compliance with SWM Rules, 2016, at the Nakrawadi Dumping Site. (3rd attempt)

a) Estimated cost a) Rs. 19,54,62,000/-

b) Amount of EMD b) Rs. 19,54,620/-

c) e-Tender fee c) Rs. 23,500.00/-

d) Time limit for Plant Setup and d) 02 Months (including Monsoon) for Construction work of

relevant Infrastructure processing plant

e) Time limit for Processing of Fresh

e) 13 Months (including Monsoon) for Processing of Fresh

Municipal Solid Waste completion of

Municipal Solid Waste completion

SOLID WASTE MANAGEMENT DEPARTMENT

Bid Documents Tender For

Processing of Fresh Municipal Solid Waste, Including Disposal of

Segregated By-products, in Compliance with SWM Rules, 2016, at the

Nakrawadi Dumping Site. (3rd attempt)

::Mile stone dates of e-Tendering::

1 Downloading of e-Tender documents Dt. -07-05-2026 Time 16-00 hrs to Dt. 28-05-2026 Time 18-00 hrs.

2.Pre-bid Queries to be submitted by e-mail at

mail ID [email protected]

Pre-bid Meeting in Office of the Dt. 15-05-2026 at Time 11-00 am

Environment Engineer, Dr. Ambedkar Bhavan,

Central Zone, 3rd Floor, Room No. 3 Dhebar Road,

3.Online submission of e-Tender Up to Dt. 28-05-2026 Time 18-00 hrs

4. Submission of EMD, Tender fee, Documents

required for pre-qualification by Regd. Post. Up to Dt. 01-06-2026 Time 18-00 hrs

A.D. / Speed Post.

5.Opening of online Primary Bid (Technical Bid) Dt. 02-06-2026 Time 10-00 hrs

6. Verification of submitted documents (EMD,

Tender fee, Documents required for pre-

Dt. 03-06-2026 Time 10-00 hrs onwards

qualification and other necessary

7. Opening of online Commercial Bid (Price Bid) Dt. 04-06-2026 (If possible)

for technically qualified Bidders only.

8.Bid Validity One twenty (120) calendar days

TO BE SUBMITTED TO

Environment Engineer

Rajkot Municipal Corporation, Solid Waste Management Department

Third Floor Room No.-3, Central Zone Office, Dhebar road

Rajkot-360001 (GUJARAT)

RAJKOT MUNICIPAL CORPORATION

INVITATION FOR BIDS

e-Tender Notice

Rajkot Municipal Corporation, Solid Waste Management, Dr. AMBEDKAR BHAVAN, CENTRAL

ZONE, 3rd FLOOR, ROOM No. 3 DHEBAR ROAD, RAJKOT invites e-Tender with two bid system

from the experienced contractors/Agencies for below mentioned work.

a) Estimated cost b) Amount of EMD

c) e-Tender fee

Name of work d) Time limit for Plant Setup and relevant Infrastructure

e) Time limit for Processing of Fresh Municipal Solid Waste

completion of work

1 Scientific Processing of Fresh a) Rs. 19,54,62,000/-

Municipal Solid Waste, Including b) Rs. 19,54,620/-

Disposal of Segregated By- c) Rs. 23,500.00/-

products, in Compliance with d) 02 Months (including Monsoon) for Construction

SWM Rules, 2016, at the work of processing plant

Nakrawadi Dumping Site. (3rd e) 13 Months (including Monsoon) for Design, Build,

attempt) Erection, Commissioning, Operation and Maintenance

of processing plant

::Mile stone dates of e-Tendering::

Dt -07-05-2026 Time 16-00 hrs to Dt 28-05-2026 Time

1 Downloading of e-Tender documents 18-00 hrs.

2.Pre-bid Queries to be submitted by e-mail

at mail ID [email protected]

Pre-bid Meeting in Office of the Dt. 15-05-2026 at Time 11-00 hrs

Solid Waste Management Department, 3rd

Floor, Room No. 2 Dr. Ambedkar Bhavan,

Central Zone, Dhebar Road, Rajkot.

3.Online submission of e-Tender Up to Dt. 28-05-2026 Time 18-00 hrs

4. Submission of EMD, Tender fee, Documents

required for pre-qualification by Regd. Up to Dt. 01-06-2026 Time 18-00 hrs

Post. A.D. / Speed Post.

5.Opening of online Primary Bid Dt. 02-06-2026 Time 10-00 hrs

(Technical Bid)

6. Verification of submitted documents (EMD,

Tender fee, Documents required for pre- Dt. 03-06-2026 Time 10-00 hrs onwards

qualification and other necessary

7. Opening of online Commercial Bid

(Price Bid) for technically qualified Dt. 04-06-2026 (If possible)

8.Bid Validity One twenty (120) calendar days

All bidders must submit DD details for tender fees in and EMD in form of DEMANDDRAFT or NEFT/RTGS or

Online Transfer or Bank Guarantee in favor of "The Municipal Commissioner, Rajkot-Municipal

Corporation", Rajkot, from any Nationalized Bank or Scheduled Bank (except Co -operative Bank) in

India. The required documents to be submitted for verification should be self -attested with stamp.

TO BE SUBMITTED TO

Environment Engineer

Rajkot Municipal Corporation, Solid Waste Management Department

Third Floor Room No.-3, Central Zone Office, Dhebar road

Rajkot-360001 (GUJARAT)

GENERAL TERMS & CONDITIONS

The tenders will be received up to 18-00 hrs. on Dt. 28-05-2026 through online e-tendering on

https://tender.nprocure.com

• Bidders who wish to participate in this E-Tender will have to procure valid digital certificate as

per information Technology Act 2000. Bidders can procure this certificate from any of the

Government approved certifying agency i.e. (n) Code Solution. Bidders shall upload the tender

documents after submitting the DD details for tender fees in and EMD in form of

DEMANDDRAFT or NEFT/RTGS or Online Transfer or Bank Guarantee details online [Rajkot

Municipal Corporation A/c No.:015305010638, Bank Name-ICICI Bank, IFSC-ICIC0000153,

Branch-JaiHind Press, Rajkot (Gujarat)]. 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

• All documents must be colored scanned to be seen as original. Scanning in black and white or

gray shall not be acceptable, However Decision of Competent authority shall be final and

binding for its acceptance to all bidders.

• Price Bid shall have to be quoted strictly onlineonly. No hard copy of price bid shall be accepted.

• All document claiming the bid shall be submitted online only, submission made in physical

format later shall not be considered as part of bid.

• Addenda/corrigenda to these tender documents, if issued must be signed and submitted

DOWNLOAD OF TENDER DOCUMENT: -

The tender document for this work is available only in electronic format can be download free of

cost by thebidder.

SUBMISSION OF TENDER: -

• The tenders will be received up to 18-00 hrs. on Dt. 28-05-2026 through online e-tendering on

https://tender.nprocure.com

• "Following Documents shall only be submitted in HARD COPY to Rajkot Municipal Corporation

by all bidders"

• Earnest Money Deposit as mentioned in the Tender.

• Tender Fees as mentioned in the tender

• Documents like Site Visit Certificate, Undertaking, Affidavit and Undertaking on EMD Surrender

(all on Non-Judicial Stamp Paper of Rs. 300/- or applicable stamp paper).

• Technical Bid and qualification documents mentioned in the tender and price Bid are not to be

submitted in Physical Form. Please note that Non-submission of Hard copies of Technical Bid as

well as price bid does not absolve the bidders from any liability created from the bid condition

and bidding process. Price Bid shall have to be quoted strictly online only."

• This cover must be superscripted with "Technical Bid Cover".

• All above sealed covers shall be put together in One cover (say Main cover) and this cover duly

sealed shall be submitted to through Registered Post A.D. or Speed post at following address:

Environment Engineer, Solid Waste Management Department., Dr. Ambedkar Bhavan, Central

Zone, 3rd floor room no 3, Dhebar Road, Rajkot -360001 on or before 17-04-2026.

• Tender Notice No., Due Date, Name of Work, and Name of Tenderer/Contractor with Address

must be specified on all above covers.

• No delay on account of any case for receipt of tender shall be entertained. Tenders received or

due to be received after the time limit is over will not be accepted and if inadvertently accepted

will not be opened and will be returned unopened. The tenders which may get opened before

the due date with no indication having been given on the outside of the envelope are liable to

• The tender must contain the name, address and residence and place of business of the persons

submitting the tender and must be signed and sealed by the Tenderer with his usual signature.

• All partners must sign tenders by partnership firm. The full name and addresses of all the

partners shall be furnished. The tenders by Corporation/Companies must be signed with the

legal name of the Corporation/Company by the president/or by the secretary or other person or

persons legally authorized to bind the company in the matter.

OPENING OF TENDER: -

The Technical Bid will be opened on the specified date online on website

https://rmc.nprocure.com Bidders or theirrepresentative who wish to participate in online

tender opening can log on to https://rmc.nprocure.com on the due date and time, mark their

presence and participate in online tender opening. Bidders who wish to remain present at

RAJKOT 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 PARTICIPATION: -

1. Internet site address for e-Tendering activities will be https://tender.nprocure.com

2. Interested bidders can view detailed tender notice and download tender documents from the

above-mentioned website.

3. Bidders who wish to participate in online tender haveto register with the website through

the “New UserRegistration” link provided on the home page. Bidder will create login id &

password on their own in registration process.

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-

Tel: +91 79 26857318 E-Mail: https://rmc.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 only.

6. Bidder should upload scan copies of referencedocuments in support of their eligibility of the

7. After filling data in predefined forms bidders need toclick on final submission link to submit

their encrypted bid.

Environment Engineer

Solid Waste Management Department

Rajkot Municipal Corporation

The information contained in this tender including information provided subsequently to

Bidder(s) as addendum/clarifications by Rajkot Municipal Corporation is provided to Bidder(s) on the

terms and conditions set out in this tender and such other terms and conditions subject to which

such information is provided.

The purpose of this tender is to provide interested parties with information that may be useful to

them in submitting their Proposals pursuant to this tender. This tender includes statements, which

reflect various assumptions and assessments arrived at in relation to the Project. Such

assumptions, assessments and statements do not purport to contain all the information that each

Bidder may require. This tender may not be appropriate for all persons, and it is not possible for

the Authority, its employees or advisors to consider the investment objectives, financial situation

and particular needs of each party who read or uses this tender. The assumptions, assessments,

statements and information contained in this tender, may not be complete, accurate, adequate

or correct. Each Bidder should, therefore, conduct its own investigations and analysis and should

check the accuracy, adequacy, correctness, reliability and completeness of the assumptions:

assessments, statements and information contained in this tender and obtain independent

advice from appropriate sources.

Information provided ·in this tender to the Bidder(s) is on a wide range of matters, some of which

depends upon interpretation of law. The information given is not anexhaustive account of

statutory requirements and should not be regarded as a complete or authoritative statement of

law. The Authority accepts no responsibility for the accuracy or otherwise for any interpretation

or opinion on law expressed herein. The Authority, its employees and advisors make no

representation or warranty and shall have no liability to any person, including any Bidder under

any law, statute, rules or regulations or tort, principles of restitution or unjust enrichment or

otherwise for any loss, damages, cost or expense which may arise from or be incurred or suffered

on account of anything contained in this tender or otherwise, including the accuracy, adequacy,

correctness, completeness or reliability of the tender and any assessment, assumption, statement

or information contained therein or deemed to form part of this tender or arising in any way in

this Bid Stage. The Authority also accepts no liability of any nature whether resulting from

negligence or otherwise howsoever caused arising from reliance of any Bidder upon the

statements contained in this tender. The Authority may in its absolute discretion, but without

being under any obligation to do so, update, amend or supplement the information, assessment

or assumptions contained in this tender. The issue of this tender does not imply that the Authority

is bound to select a Bidder or to appoint the Selected Bidder, as the case may be, and the Authority

reserves the right to reject all or any of the Bidders or Bids without assigning any reason whatsoever.

The Bidder shall bear all its costs associated with or relating to the preparation and submission of

its Bid including but not limited to preparation, copying, postage, delivery fees, expenses associated

with any demonstrations or presentations which may be required by the Authority, or any

other costs incurred in connection withor relating to its Bid. All such costs and expenses will remain

with the Bidder and the Authority shall not be liable in any manner whatsoever for the same

or for any othercosts or other expenses incurred by a Bidder in preparation or submission of the

Bid, regardless of the conduct or outcome of the Bidding Process.

(SECTION - 1) PRE-QUALIFICATION CRITERIA

1. QUALIFICATIONS OF TENDERERS:

The Tenderer shall fulfil the following all points A to H requirements / experiences for qualification

in its own name. The submission shall be made as per provisions made under Section-2 of this

a. Bidder must have achieved a minimum annual turnover (defined as billing work in progress

and completed in all classes of civil engineering construction works only) in any one year over the

last seven financial years (ending 31.03.2025) of the annual value Rs. 19,54,62,000/-.

2. Working Capital Required

The applicant should give undertaking (on CA Certificate) that he has access to or has available liquid assets

(aggregate of working capital, cash in hand & uncommitted bank guarantees) and/or credit facilities equal

to 25% of the value Rs. 19,54,62,000/- (i.e. 25% of Rs. 19,54,62,000/- = Rs. 4,88,65,500/-) of the contract/

contracts applied.

3. Bidder should have experience in single work of setting up of equipment and machineries for

Operation and Maintenance for fresh municipal solid waste to compost processing plant as per below

a, b and c during the last seven years ending on 31/03/2026.

a) Experience in successfully completing or substantially completing at least once contract of *similar

nature of work at least 40 percent of the value Rs. 19,54,62,000/-within the last seven years ending on

b) Experience in successfully completing or substantially completing at least once contract of *similar

nature of work at least 40 percent of the processing fresh municipal solid waste of 3,00,00 MT within

the last seven years ending on 31/03/2026. (i.e. 40% of 3,00,000 MT = 1,20,000 MT).

c) Experience in successfully completing or substantially completing at least once contract of *similar

nature of work at least 40 percent of the plant capacity of 1,000 TPD within the last seven years ending

*Similar nature of work shall mean setting up of equipment and machineries for Processing fresh

municipal solid waste, Operation and Maintenance of fresh municipal solid waste to compost processing

plant of and scientifically disposal of the screened items in environment friendly way and as per SWM

Rules 2016 Rules, Norms, Act, CPCB Guidelines, NGT Orders etc. DOCUMENTS TO BE SUBMITTED IN

SUPPORT of above Criteria as Co-processing certificates issued by the consumer along with Certificates

issued by the Urban or Local Bodies confirming the same, signed by officer above or equal to the rank of

Executive Engineer/ Deputy Executive Engineer.

4. The following list includes Vehicles and machinery owned by contractors or rented if in the case of

rented vehicles and machineries then Noterized agreement with machines and Vehicles suppliers

along with copy of R.C. book will be submitted at the time of Tender Document Submission.:-

Minimum. List of Equipment

Sr. No. Machineries and Nos. Average Capacity Date of

Equipments manufacturing of

1 Trommels 5 300 TPD equipments will

be on and after

Trommels 2 1000 TPD

2 Excavator 4 140 hp

3 Backhoe Loader 4 74 hp

4 Tipper Truckers 8 28 GVW

Approach & Methodology for said work

Approach & Methodology in detail consisting of: -

2. Methodology.

3. Technology to be provided by bidder.

4. Monitoring Tool of plant and vehicles.

5. Forward linkage for sale of product.

5. Joint Venture is not allowed.

1. The works for which Bidder have not entered in to contract agreement will not be considered.

2. Experience as sub-contractor shall not be considered.

3. The above experience shall be within last seven (7) years ending on date of 31/03/2026.

4. The bidder should have similar experience for completed work as well as in case of ongoing work is for a

long-term contract, in both cases the quantity achieved during the progress of the ongoing contract under

execution, should meet the requirement of the quantity mentioned in qualifying criteria in any one year

during last 7 years.

5. The bidder should have successfully setting up of equipment and machineries of plant for processing fresh

municipal solid waste to compost processing plant in any one year during last 7 years.

6. Bidder should submit all the credentials along with all experience certificates of similar nature of works

7. The experience of works executed for Govt. of any central gov./organization/state govt. organization/Rajkot

Municipal Corporation/Municipal Corporations/Institute or any other agency of govt. of India or any of the

state govt./ULBS/Govt/Municipal authorities shall only be considered for evaluation. The experience

certificate from the client equivalent to not below the rank of Executive Engineer shall be considered. The

experience of sublet works shall not be considered.

8. 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

9. The bidder must submit online and hard copy documents as per the mention in annexure: C. Checklist mention

in tender document.

10. Tenderer/Company must be having financial and technical work experience as mentioned above.

11. Substantially completed works means those works which are at least 90% completed as on the date of

submission (i.e gross value of work done up to the last date of submission is 90% or more of the original

contract price) and continuing satisfactorily.

A. 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

Year of inviting tender (E.g. 2024-25)

*Here assessment year shall be reckon from year and month in which tender is submitted

B. The experience of Joint Sub-contractors shall not be considered.

C. The Bidder shall submit Certified copy of a Bank Solvency Certificate of the current year (Not older than

Twelve months), having minimum value equal to Rs. 300 lacs from nationalized/scheduled bank

approved in RMC. 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 necessaryextension within 15 days of expiry of such solvency as and when asked

by RMC , failing which will be liable for rejection of bid without assigning any reason thereof. (Considering

validity as 1 year from date of issue of Solvency Certificate).

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

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 in the forms, statements and attachments submitted inproof 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 as on the date

of application - Even if the joint venture is debarred by R & B / PW Dept. or any State / Central

Government department as on the date of application each partner of joint venture is considered

(iv) Regarding Litigation in case where Bidder is involved in illegal practice like any activities of

corruption, coercive practice or debarred/blacklisted in last 7 years by Any Govt. / Organization in

respect of performance of Bidder, it is to state that RMC 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, RMC authority

(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.

H. The Bidder shall note that in case the Bidder is blacklisted / stated as defaulter/ barred participating in

tenders by any of government agencies / semi government agencies in India during last 07 years then in

that case, the Bidder will be disqualified though the bidder satisfies all the pre- qualification conditions

mentioned above.

(SECTION - 2) INFORMATION REGARDING TENDER SUBMISSION, &

MEMORANDUM OF WORKS FOR THE GUIDANCE OF CONTRACTORS

2. -INFORMATION TO TENDERER:

Tender validity period 120 days (One hundred and Eighty days) from the

date of opening of price bid

Earnest Money Deposit Rs. 19,54,620 /-

Initial Security Deposit As per conditions of contract, clause 1 Security Deposit

Time of Completion a) Time limit for Plant Setup and relevant Infrastructure =

Months (including Monsoon) for Construction work of

processing plant.

b) Time limit for Processing of Fresh Municipal Solid Waste

completion of work = 13 Months (including Monsoon) for

Processing of Fresh Municipal Solid Waste completion.

Penalty for delay Rs. 75,000 per day after the completion of the period of

months from the 15th day of the issue of work order. If the delay

exceeds 60 days, RMC may initiate termination of contract along

with forfeiture of Security Deposit.

Environment Engineer

Solid Waste Management Department

Signature of The Contractor Rajkot Municipal Corporation

3. SUBMISSION OF TENDER:

(Following condition shall supersede relevant condition mentioned elsewhere in

the bidding document)

E.M.D & Tender fee shall be submitted in electronic format only through online (by

scanning) while uploading the bid. This submission shall mean that E.M.D & tender fee are

received for purpose of opening the Bid. Accordingly, offer/tenders of those tenders

whose E.M.D & tenders fee is received electronically, shall be opened. However, for the

purpose of realization of EMD and tender fee, bidder shall send the EMD as well as Tender

fee in required format in original through Registered Post A.D. or Speed post only so as to

reach to Environment Engineer, Solid Waste Management Department, Dr. Ambedkar

Bhavan, Central Zone, 3rd floor room no 3, Dhebar Road, Rajkot -360001 office within

physical submission period. Punitive action shall be initiated for non-submission of EMD

& Tender fees in original to Account Department (Main Office) by bidder including

abeyance of registration and cancellation of E- tendering code for one year. All other

documents of supportingof Bid shall be submitted in electronic format only through online

(by scanning) during the bidding period & hard copy.

i. All Documents must be coloured scanned to be seen as original. Scanning

in Black and White or Gray shall not be acceptable.

ii. All the Documents must be signature and company stamp by the

Authorized person only.

iii. Price Bid shall have to be quoted strictly online only. No hard copy of price

bid shall be accepted.

iv. Addenda/corrigenda to these tender documents, if issue must be signed

with company stamp and submitted online (through scanning) and also in

“All the Documents shall be submitted as per the mention in annexure: C. Checklist to Rajkot

Municipal Corporation by all bidders”

Technical bid and qualification documents mentioned in the tender shall be submitted in soft and

Clarification of Bids: In case the Bid is found to be inadequate, RMC may request the Bidder to

modify the submitted Bid. As part of the evaluation process, RMC may also request the Bidder to

submit clarifications. If a Bidder does not provide clarifications of its Bid by the date and time set in

the Authority’s request for clarification, its Bid may be rejected.

Price bid shall not to be submitted in physical form. Please note that Non – Submission of Hard

Copies of technical Bid as well as price Bid does not absolve the bidders from any liability created

from the bid condition and bidding process. price bid shall have to be quoted strictly online only.

APPROVED LIST OF BANKS

With reference to List of Banks declared by Government of Gujarat, Finance

department GR No- FD/MSM/e-file/4/2023/4020/D.M.O. Date: 11/03/2024

Annexure I bank guarantee issued by following bank shall be accepted.

(A) Guarantees issued by following banks will be accepted as SD/ EMD on permanent basis.

- All Nationalized Banks

(B) Guarantees issued by following Banks will be accepted as SD / EMD for period up to

March 31, 2025. The validity cut-off date in GR is with respect to date of issue of

Bank Guaranteed irrespective of date of termination of Bank Guarantee.

Sr No Name of Banks Sr No Name of Banks

1 AXIS Bank 19 Kotak Mahindra Bank

2 AU Small Finance Bank 20 South Indian Bank

3 Bandhan Bank 21 Tamilnadu Mercantile Bank

4 City Union Bank 22 Utkarsh Small Finance Bank

5 CSB Bank 23 Ahmedabad Mercantile Co-op. Bank

6 DBS Bank India Limited 24 Nutan Nagarik Sahakari Bank Ltd.

7 DCB Bank 25 Rajkot Nagarik Sahakari Bank Ltd.

8 Equitas Small Finance Bank 26 Saraswat Co-Operative Bank Ltd

9 FEDERAL Bank 27 SVC Co-Operative Bank Ltd.

10 HDFC Bank 28 The Cosmos Co-Op Bank Ltd

11 HSBC Bank 29 The Gujarat State Co-Operative Bank

12 ICICI Bank 30 The Mehsana Urban Co-Op. Bank Ltd

13 IDBI Bank 31 The Surat District Co-Op Bank Ltd

14 IDFC First Bank 32 The Kalupur Commercial Co-Op. Bank

15 IndusInd Bank 33 The Kalyan Janata Sahakari Bank Ltd

16 Jana Small Finance Bank 34 Baroda Gujarat Gramin Bank

17 Karnataka Bank 35 Saurashtra Gramin Bank

18 Karur Vysya Bank

Environment Engineer

Solid Waste Management Department

Signature of The Contractor Rajkot Municipal Corporation

4. Memorandum of Works

I / We the undersigned do hereby tender for carrying-out the

workdescribed in the schedule subject to the conditions annexed in Schedules attached herewith

in tender documents.

1 General Description Processing of Fresh Municipal Solid Waste, Including

ofWork Disposal of Segregated By-products, in Compliance with

SWM Rules, 2016, at the Nakrawadi Dumping Site. (3rd

2 Earnest Money Deposit Rs. 19,54,620 /-

3 Security Deposit and As per conditions of contract, clause 1 Security

Release of Security Deposit

Deposit and Retention

4 Compensation for Rs. 75,000 per day after the completion of the period of

delayed work months from the 15th day of the issue of work order. If the

delay exceeds 60 days, RMC may initiate termination of

contract along with forfeiture of Security Deposit.

5 Amount to be retained 5% of the bill amount Retention Money deducted from

from running Bill. R.A. Bill as Retention Money.

6 Refund of Earnest Earnest Money Deposit of unsuccessful bidders shall be

money Deposit refunded after the successful Bidder furnished security

deposit to the Rajkot Municipal Corporation and signs the

contract Agreement.

Environment Engineer

Solid Waste Management Department

Signature of The Contractor Rajkot Municipal Corporation

5. GENERAL RULES AND DIRECTIONS FOR THE GUIDANCE OFCONTRACTORS

1 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 the RMC.

2 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 ofsecurity

deposit to be deposited by the successful tenderer and the percentage, if anyto 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 the Environment Engineer (Solid Waste Management

Department), for the purpose of identification shall also be opened for inspection by

Contractors at the Office of the Environment Engineer (Solid Waste Management Department)

during office hours.

3 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 Rajkot Municipal

Corporation such specification with designs and drawings shall form part of the accepted

4 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 bya person

holding a power-of-attorney authorizing him to do so and authority letter to be uploaded in

5 Receipt for payments made on account of any work when executed by a firm, should also be

signed by all the partners, except where the contractors are described in their tender as a

firm in which case the receipts shall be signed in the name of the firm by one of the partners,

or by some other person having authority to give effectual receipt for the firm.

6 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.

7 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.

8 The Rajkot Municipal Corporation shall have the right of rejecting all or any of the tenders

without assigning any reasons.

9 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 Rajkot Municipal

Corporation unless it is signed by Environment Engineer (Solid Waste Management

10 The memorandum of work to be tendered for and the schedule of materials to be supplied by

the Rajkot Municipal Corporation and their rates shall be filled in and completed by the office

of the RMC 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.

11 All work shall be measured net by standard measure and according to the rules and custom of

the Rajkot Municipal Corporation without reference to any local custom.

12 Under no circumstances shall any Contractor be entitled to claim enhanced rates for any items

in this Contract, unless specified.

13 Every Contractor shall, if so desired by the Commissioner, RMC, produce along with his tender

a banker's certificate of his financial stability. If he fails to produce such a certificate his tender

will not be considered.

14 All corrections and additions or pasted slips should be initiated.

15 The checking and measurements of work will be taken according to the usual method inuse

in the RMC and no proposals to adopt alternative methods will be accepted.

16 The Commissioner Municipal, RMC's decision as to what is the "usual method in use, in the

RMC will be final.

17 The successful tenderer shall submit the copy of technical bid duly sealed & signed

within fifteen days of issue of work order.

18 The tenderer shall invariably submit the Certificate of Provident Fund of Employee

ESIC, EC and Registration Certificate without which bill for payment shall not be processed.

19 The successful tenderer shall submit the copy of labour license and all required policies

within fifteen days of issue of work order.

20 Professional Tax, EPF, ESIC, GST, Contract Labour Act. Statutory Registration must be

compulsory wherever applicable.

21 All the RCC NP3/NP4 Class pipes shall have ISI mark on it.

22 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 Wastegenerated during the work. If it's

found that contractor is irregular and showing negligence to dispose C&D Waste than RMC is

empowered to dispose the said C&D waste through RMC 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.

23 Unbalanced offer

In event of bid price being considered unbalanced in case of rates being higher or lower of the

reasonable rates as may be considered by RMC, than RMC may direct the bidder to deposit

separately Security deposit of the amount of unbalanced contract in addition to regular

security deposit. This deposit shall be released only on completion of the Project work along

with the balance of Security deposit being released.

24 Patent Rights:

In the event of any claim asserted by a third party of infringement of copyright, patent,

trademark or industrial design rights arising from the use of the Goods or any part thereof in

the Purchaser’s country, the supplier shall act expeditiously to extinguish such claim. If the

supplier fails to comply and the Purchaser is required to pay compensation to a third party

resulting from such infringement, the supplier shall be responsible for the compensation

including all expenses, court costs and lawyer fees. The Purchaser will give notice to the

supplier of such claim, if it is made, without delay.

25 Vehicle Provision and Maintenance Agreement

The contractor shall provide one fully equipped vehicle (post-01/01/2023 model, specifically

an Ertiga or an equivalent SUV with a seating capacity of six person) in white colour to the

designated official, employer, or engineer in charge of the Rajkot Municipal Corporation upon

the issuance of the work order.

The contractor is responsible for all expenses associated with maintaining the vehicle in

optimal operating condition. This includes, but is not limited to, fuel, lubricating oil, other

consumables, necessary servicing and maintenance, and the employment of drivers with valid

licenses. In the event that the vehicle is out of service for maintenance or due to a breakdown,

the contractor must provide a substitute vehicle immediately.

Should the contractor fail to supply the vehicle or a suitable substitute as stipulated, a penalty

of ₹2,000 per day, or any part thereof, will be deducted from the contractor’s Bill.

All applicable taxes for operating the vehicle must be fully paid, and the contractor is required

to provide all necessary documentation in compliance with the prevailing Motor Vehicle Act.

Additionally, the vehicle must be covered by comprehensive insurance.

The vehicle will be operational 365 days a year, including nights, Sundays, and holidays, as per

the instructions of the Rajkot Municipal Corporation's engineer in charge. The vehicle shall

remain under the jurisdiction of the Rajkot Municipal Corporation until the completion of the

project duration. Upon completion of successful project duration, the vehicle must be

returned to the contractor by the Rajkot Municipal Corporation.

Environment Engineer

Solid Waste Management Department

Signature of The Contractor Rajkot Municipal Corporation

FOR CONSTRUCTION / ERECTION / COMMISSIONING / INSTALLATION / REPAIRS

MAINTENANCE / RENOVATION / FABRICATION OF STRUCTURE INCLUDING BUILDING

(MEANS ALL WORKS CONTRACT / TURN KEY PROJECT / SUPPLY OF MATERIAL /

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 EXCLUSIVE of GST.

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 RMC,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

(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,

RMC may recover the amount due, from any other payable dues with RMC 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 RMC shall be liable for the

4. The Contractor will submit the invoice to the RMC having GSTIN of RMC mentioned

therein and the taxes shall be shown separately on the face of the invoice so as to

claim as ITC by RMC.

Environment Engineer

Solid Waste Management Department

Signature of The Contractor Rajkot Municipal Corporation

(SECTION - 3) DEFINITIONS & INTERPRETATIONS,

CONDITIONS OF CONTRACT,& SPECIAL CONDITIONS

7. 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, Rajkot represented by Municipal

Commissioner / City Engineer / Director / Executive Engineer / Deputy

Executive Engineer, any officer authorized bythe 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 Corporation to act for and on its behalf for the operation of this

- "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

- "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 of

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.

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 work.

- 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 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

- "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 hissatisfaction.

- 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" meansapproved 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

- "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 for due

completion of" WORK'.

Environment Engineer

Solid Waste Management Department

Signature of The Contractor Rajkot Municipal Corporation

8. CONDITIONS OF CONTRACT

Clause 1: Security Deposit(SD)

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 10 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 tender.

If the amount of the security deposit to be paid in lump sum within the period specified above is not

paid the tender contract already accepted shall be considered as cancelled. The security deposit

lodged by Contractor shall be refunded after the expiry of the Defects Liability period after deducting

dues, if any, which become liable to be recovered from the Contractor under the terms and

conditions of this Agreement.

Security Deposit

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 Operation and Contractor shall provide in the form of FDR/ BG in

Maintenance contract favour of the Municipal Commissioner, Rajkot on any

amount as Security Nationalized Bank / Schedule bank / Banks mentioned

deposit. in RMC circular Bank / Schedule bank/Banksmentioned

in RMC circular, payable at Rajkot only.

5% will be released after Completion of O&M

Contract The security deposit for operation and

maintenance work will be released after completion of

O&M contract, handing over site clear, clear processed

materials, machineries, Civil work, temporary

structure as per the terms and conditions of Rajkot

Municipal Corporation. Moreover, clearance from

Environment Engineer (Solid Waste Management

Department) of RMC shall be obtained for releasing of

security deposit amount.

3 5% from each RA Bill as 5% will be released after Completion of O&M

Retention Money. Contract The security deposit for operation and

Rajkot Municipal maintenance work will be released after completion of

Corporation reserves the O&M contract, handing over site clear, clear processed

rights to increase or materials, machineries, Civil work, temporary

decrease Percentage for structure as per the terms and conditions of Rajkot

Deduction of Retention Municipal Corporation. Moreover, clearance from

Money. Environment Engineer (Solid Waste Management

Department) of RMC shall be obtained for releasing of

security deposit amount.

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 RMC 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 in

accordance with the provisions and within the time specified therein or such extended period as

may be provided by the RMC, in accordance with the provisions, the RMC may en-cash the EMD and

appropriate 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 the Parties.

• If the Contract price offered by the selected bidder is lower than 10% but up to 20% of the

estimated project cost than the additional performance security shall be calculated @ 20% of the

difference in the Estimated project cost minus 10% of the estimated project cost and Contract price

offered by the selected bidder.

• If the Contract price offered by the selected bidder is lower than 20% of the estimated project cost

than the additional performance security shall be calculated @ 30% of the difference in the

Estimated project cost minus 10% of the estimated project cost and Contract price offered by the

selected bidder.

If contractor fails to remit the security deposit within 15 days from the date of work order, then

penalty at the rate of 0.065% per day of the amount of security deposit will be charged. If the

security deposit is not paid within one month with penalty, necessary actions as per the conditions

of contract will be taken as per the norms of RMC. To levy penalty charges or not will be under the

rights and sole discretion of Rajkot Municipal Corporation.

BG shall be valid till final date of completion of work (Whether final bill is audited and paid or not).

It shall be contractor's responsibility to extent the BG On or Before expiry of time limit of BG. (i.e.

Final date of completion of work). In case of late renewal of BG, penalty of security deposit shall be

levied at the rate of 0.065% of per day of BG amount.

• The successful tenderer shall have to enter into an agreement on a non-judicial stamp paper of

Rs. 300/- if initial Security Deposit paid in form Bank Guarantee or Demand draft as per the form of

the agreement approved by the Municipal Corporation, Rajkot.

• If initial Security deposit is paid in form of Fixed Deposit, additional stamp paper amounting @

4.90% (OR as per RMC’s prevailing rules and regulations) of Security Deposit shall be used to execute

The undertaking shall be executed on stamp paper worth Rs. 300/-. The Surety shall be executed on

stamp paper worth Rs. 300/-.

The time allowed for carrying out the work as entered in the tender shall be strictly observed by

the Contractor and shall be reckoned from the date on which the order to commence work is given

to the Contractor. The work shall throughout the stipulated period of the contract be proceeded

with, all due diligence [time being deemed to be the essence of the contract on thepart of the

Contractor] and the Contractor shall pay as compensation of the amount [shown inthe attached

Memorandum] of the tendered cost of the whole work as shown by the tender for every day

that the work remains uncommented or unfinished after the proper days. And further to ensure

good progress during the execution of the work the Contractor shall be bound,in all cases in which

the time allowed for any work exceeds one month, to complete parts of the work during the period

shown in the attached Memorandum.

In the event of the Contractor failing to comply with these conditions he shall be liable to pay as

compensation, the amount mentioned above for every day that the due quantity of work

remained incomplete, provided always that the total amount of compensation to be paid under

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 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 instalment or in the case of abandonment ofthe 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 Environment Engineer (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 Environment 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 Environment 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. Andin case the

contract shall be rescinded under provision aforesaid, the Contractor shall not be entitled to

recover, or be paid any sum for any work thereto actually performed by him underthis contract

unless and until the Environment 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 Environment 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 onlybe entitled to be paid the amount

If the progress of any particular portion of the work is unsatisfactory the Commissioner shall

notwithstanding that the general progress of the work is satisfactory in accordance with Clause2,

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 Commissioner by clause 3 and 4 hereof

shall have become exercisable and the same shall not have been exercised the non-exercise

thereof shall not constitute a waiver of any of the conditions hereof such powers shall not

withstanding be exercisable in any future case default by the Contractor for which by any

clause or clauses hereof he is declared liable to pay compensation amounting to the whole

of his security deposit and the liability of the Contractor for past and future compensation shall

remain unaffected.

In the event of the Commissioner taking action under the sub-clause (a) or (c) of clause 3, he

may, be he so desires to take possession of all or any tools; plant materials and stores in or upon

the works, or the site thereof or belonging to the Contractor, or procured by him and intended to

be used for the execution of the work of any part thereof, paying or allowing for the same in

account at the contract rates, or in the case of contract rates not being applicable at current

market rates, to be certified by the Environment Engineer (Solid Waste Management Department)

whose certificate thereof shall be final. In the alternative the Commissioner may, by notice in

writing to the Contractor or his clerk of the works, foremen or other authorized agent require him

to remove such tools, plant, materials, or stores from the premises within a time to be specified

in such notice; and in the event of the Contractor failing to comply with any such

requisition, the Commissioner may remove them at the Contractor's expense or sell them by

auction or private sale at the risk and accountof the Contractor in all respects and certificate of the

Environment Engineer (Solid Waste Management Department) 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 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 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 Commissioner in this matter shall be final.

On the completion of the work the Contractor shall be furnished with a certificate by the

Environment Engineer (Solid Waste Management Department) of such completion, but no such

certificate shall be given nor shall the work be considered to complete until the Contractor

shall have removed from the premises on which the work shall have been executed all

scaffolding, surplus materials and rubbish, and shall have cleaned of the dirt from all woodwork,

doors, windows, walls, floors or other parts of any building, in or upon which the work has been

executed, or of which he may have had possession for the purpose of executing the work, nor

until the work shall have been measured by the Engineer-in-charge or where the measurement

have been taken by his subordinates until they have received the approval of the Engineer-in-charge,

the said measurement being binding and conclusive against the Contractor. If the Contractor

shall fail to comply with the requirements of this clause as to the removal of scaffolding,

surplus materials and rubbish, and cleaning off dirt on or before the date fixed for the

completion of the work, the Engineer-in-charge may, at the expense of the Contractor remove

such scaffolding surplus materials and rubbish, and disposeoff 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 there of.

No payment shall be made for any work, estimated to cost less than Rupees one thousand, till

after the whole of the said work shall have been completed and a certificate of completion given.

But in the case of works estimated to cost more than rupees one thousand, the Contractor shall,

on submitting a monthly bill therefore be entitled to receive payment proportionate to the

percentage shown in the attached Memorandum of the part of the work than approved and

passed by the Engineer-in-charge, whose certificate of such approval and passing of the sum

so payable shall be final and conclusive against the Contractor.

All such intermediate payments shall be regarded as payments by way or advance against the final

payments only and not as payments for work actually done and completed and shall not preclude

the Engineer-in-charge from requiring bad, unsound imperfect or unskilful 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 affectin 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 the work shall be

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.

The Contractor shall submit all bills on the printed forms to be hand on application at the officeof

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

If the specification or estimate of the work provides for the use of any special description of

materials to be supplied from the RMC 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 fair 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 himfor 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 always 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 Rajkot Municipal Corporation 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

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 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 therates entered in the schedule of

rates of the Municipal Corporation or at the rates mutually agreed upon between the

Engineer-in-charge and the Contractor whichever are lowerif the additional or altered work for

which no rate is entered in the schedule of rates of the Municipal Corporation is ordered to be

carried out before the rates are agreed upon then the Contractor shall, within seven days of the date

of the receipt by him of the order to carry out the work, inform the Engineer-in-charge of the rate

which it is his intention to charge for such class of work and if the Engineer-in- charge does not

agree to this rate he shall be notice in writing be at liberty to cancel his order to carry out such class

of work, and arrange to carry it out in such manner as he may consider advisable provided always

that if the Contractor shall commence the work or incur any expenditure in regards thereto before

the rates shall have been determined as lastly herein before mentioned, then in such a case he shall

only be entitled to be paid in respect of the work carried out or expenditure incurred by him prior

to the date of the determination of the rate as aforesaid according to such rate or rates as shall be

fixed by the Engineer-in-charge. In the event of a dispute, the decision of the Commissioner

However, the work shall have to be executed according to the design, 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 shallbe conclusive.

A. If at any time after the execution of the contract documents, the Engineer-in- charge shall

for any reason whatsoever, require the whole or any part of the work as specified in the

tender, to be stopped for any period or shall not require the whole or part of the work to be

carried out at all or to be carried out by the Contractor, he shall give notice in writing of the fact to

the Contractor who shall thereupon suspend or stop, the work totally or partially, as the case may

be. In any such case, except as provided herein under, the Contractor shall have no claim to any

payment or compensation whatsoever on account of any profit or advantage which he might

have derived from the execution of the work in full but which he did not so derive in consequence

of the full amount of the work nor having been carried out, or on account of any loss that he

may be put to on account of materials purchased or agreed to be purchased, or for

unemployment of labour recruited by him. He shall not alsohave 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 havingto 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 supplyof

materials entered in schedule A where such delay is caused by---

I. Difficulties relating to the supply of railway wagons and availability of Governmentcontrolled

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 Commissioner to

be reasonable in accordance with the circumstances of the case. The decision of the Commissioner

as to the extension of time shall be accepted as final by the Contractor.

The Contractor is to cover up and in protect the works from the weather and is to suspend all wet

operations during such weather which, in the Environment Engineer (Solid Waste Management

Department) 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 the Environment Engineer (Solid Waste Management Department) and after such

approval these samples shall be deposited at any place the Environment Engineer (Solid Waste

Management Department) may appoint and the Contractor shall be required to perform all the

works of this contract 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 withall norms of

safety, waste collection, disposal, cleaning process as per SWM Rule 2016 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 site.

The Contractor is to set out and level the works and will be responsible for the accuracy of the same.

He is to provide and maintain measuring and surveying instruments including steel tapes,

theodolite and dumpy level at all times for proper carrying of the work and for the useof the

Environment Engineer (Solid Waste Management Department) and his representatives including

skilled attendance. 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 partof the work, the

Contractor shall at his own expense rectify such error if called upon tothe satisfaction of the

Environment Engineer (Solid Waste Management Department).

The Contractor shall permit the execution of the work not provided for in the tender by artists;

tradesman, or others engaged by the Municipal Corporation. The Contractor shall allow all

reasonable facilities and the use of his scaffolding and water for the execution of such work but

is not required to provide any special scaffolding for the execution of such work except by special

arrangement with the Municipal Corporation.

Under no circumstances whatsoever shall the Contractor be entitled to any compensation from

the Municipal Corporation on any account unless the Contractor shall have submitted a claim in

writing to the Engineer-in-charge within one month of cause of such claim occurring.

If at any time before the security deposit is refunded to the Contractor, it shall appear to the

Engineer-in-charge or his subordinate in charge of the work that any work has been executed

with unsound imperfect, or unskilful 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 everyday 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

deemfit. 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 allother times at which

reasonable notice of the intention of the Engineer - in - charge or his subordinate to visit the work

shall have been given to the Contractor, either himself be present to receive orders and

instructions, or have a responsible agent duly accredited in writing present for that purpose,

Orders given to the Contractor's duly authorized agent shall be considered to have the same force

and effect as if they had been given to the Contractor himself.

The Contractor shall give not less than five days’ notice in writing to the Engineer-in-charge or his

subordinate in charge of the work before covering up or otherwise placing beyond the reach of

measurement any work in order that the same may be measured; and correct dimensions thereof

taken before the same is so covered up or placed beyond the reach of measurement any work

without the consent in writing of the Engineer-in-charge or his subordinate in charge of the

work, and if any work shall be covered up or placed beyond the reach of measurement without such

notice having been given or consent obtained, the same shall be uncovered at the contractor's

expense, and in default thereof no payment or allowance shall be made for such work or for

the materials with which the same was executed.

If the Contractor or his workmen; or servants shall break, deface injure or destroy any part

of a building in which they may be working, or any building, road, fence enclosure or grass land

or cultivated ground continuous to the premises on which the work of any part thereof is being

executed, or if any damage shall be done to the work for any cause whatever while it is in

progress of if any imperfection becomes apparent in it within the Defect liability period

mentioned above by the Engineer-in- charge the Contractor shall make good the same at his own

expense, or in default the Engineer-in-charge may cause the same to be made good by other

workmen and deduct the expenses [of which certificate of the Engineer-in-charge shall be

final] from any sum that may be due or thereafter become due to the Contractor, or from his security

deposit or the proceeds of sale thereof or of a sufficient portion thereof.

The Contractor shall supply at his own cost all materials [except such special materials, if any,

as may be supplied from the RMC 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 specifications or, other documents forming part of the contract or referred to in

these conditions he is entitled to be satisfied, or which he is entitled to require together with

carriage there for, to and from the work, the Contractor shall also supply without charge the

requisite number of persons with the means and materials necessary for the purpose of

setting out works and counting, weighing, and assisting in the measurement of examination at

any time and from time to time of the work or materials, failing this the same may be provided by

the Engineer-in-charge at the expense of the Contractor and the expense may be deducted from

any money due to the Contractor under the contract, or from his security deposit or the proceeds

of sale there for of sufficient portion thereof. The Contractor shall provide all necessary

fencing and lights required to protect the public from accident; and shall also be bound to bear the

expenses of every suit, action or other legal proceedings, at law, that may be brought by any person

for injury sustained owing to negligence of the above precautions, and to pay damages

and costs which may be awarded in any such suit, action or proceedings, to any such person, or

which may with the consent of the Contractor be paid in compromising any claim by any such

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 labourers

whether in or beyond the limits of the Municipal property shall be estimated by the Engineer-

in-charge or such other office as he may appoint and estimates of the Engineer- in-charge subject to

the decision of the Commissioner on appeal be final and the Contractor shall be bound to pay the

amount of the assessed compensation on demand failing which the same will be recovered from

the Contractor as damage from the security deposit or deductedby 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 precautionsto

prevent the spread of fire and he shall also pay any damages and cost that may be awarded by the

court inconsequence.

Since O&M work comes under essential service, the work shall be carried out / executed / done on

Sunday/Holidays.

The contract shall not be assigned or sublet without the written approval of the Engineer-in-charge,

and if the Contractor shall assign or sublet his contract or attempt to do so or become insolvent

or commence any proceedings to be adjudicated an insolvent or make any composition with

his creditors or attempts or attempt to do the Engineer-in- charge may, by notice in writing

rescind the contract. Also if any bribe, gratuity gift, load, perquisite, reward or advantage, pecuniary

or otherwise, shall either directly or indirectly be given, promised, or offered by the Contractor, or

any of his servants or agents to any public officer or person in the employment 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 clause3 hereof and in addition the Contractor shall not be entitled to recover

or be paid for any work thereto for, actually performed under the contract.

All sums payable by a Contractor by way of compensation under any of these conditions shallbe

considered as reasonable compensation to be applied to the use of the Municipal Corporation

without reference to the actual loss or damage sustained and whether any damage has or has not

been sustained.

In the case of a tender by partners any change in the constitution of a firm shall be forthwith notified

by the Contractor to the Engineer-in-charge for his information.

All works to be executed under the contract shall be executed under the directions and subject

to the approval in all respects of the Environment Engineer (Solid Waste Management Department)

who shall be entitled to direct at what point or points and in what manner they are to be

commenced, and from time to time carried on.

Except where otherwise specified in the contract the decision of the Commissioner shall be final,

conclusive and binding on all parties to the contract upon all questions relating to the meaning of

the specifications, drawings, designs and instructions hereinbefore mentioned and as to the

quality of workmanship, or materials used on the work, or as to any other question, claim, right,

matter, or thing whatsoever in any way arising of, or relating to the contract, designs, drawings,

specifications, estimates, instructions, orders or these conditions, or otherwise concerning the

works or the execution or failure to execute the same, whether arising, during the progress of the

work or after the completion or abandonment thereof.

When the estimate on which a tender is made includes lump sums in respect of parts of the work

the Contractor shall be entitled to payment in respect of the items of work involved or the part

of the work in question at the same rates as are payable under this contract or such items or if

the part of the work in question is not in the opinion of the Engineer-in-charge capable of

measurement the Engineer-in-charge may at his discretion pay the lump sum amount entered

in the estimate, and the certificate in writing of the Engineer-in-charge shall be final and

conclusive under the provisions of the clause.

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 or Gujarat Government

P.W.D. specifications, and in the event of there being no Municipal or Government P.W.D.

specifications, then in such a case the work shall be carried out in all respects in accordance with the

instructions and requirements of the Engineer-in-charge.

The expression "works" or "work' where used in these conditions shall, unless there be something

in the subject or context repugnant to such construction be construed to mean the work or works

the contracted to be executed under or in virtue of the contract, whether temporary or permanent,

and whether original, altered, substituted or additional.

All quarry fees and royalties shall be paid by the Contractor. All octroi, taxes shall also be paid

by the Contractor according to the Municipal rules in force at the time and no refund shallbe

given. Nothing shall be paid by RMC.

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 modificationthereof

for injuries caused to workmen. The Workmen Compensation policy and all the insurances

pertaining to Plant and Equipment, fire, burglary shall be in the Contractors scope. However,

the events such as earthquake and flood shall be considered as a Force Majeure and relevant clauses

of the tender shall apply for the same. Contractor shall be responsible to all statutory compliances

under PF, ESIC Act and other labour and wages laws applicable fromtime to time.

Quantities shown in the tender are approximate and no claim shall be entertained for unverified

quantities of work executed being either more or less than those entered in the tender of

No compensation shall be allowed for any delay caused in the starting of the work on account of any

acquisition of land in the case of clearance work, for any delay in accordance to estimate.

No compensation shall be allowed for any delay in execution of the work on account of water

standing in borrow pits or compartments. The rates are inclusive for hard or cracked soil, excavation

in mud, sub-soil water or water standing in borrows pit, 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.

No Contractor shall employ any person who is under the age of 18 years. If any contractor found

employing person or persons under the age of 18 years, during course of the construction at

any stage, legal actions shall be taken against him as stipulated in Child Labour (Prohibition &

Regulation) Act 1986 and also, a penalty of Rs.20,000/- (Rupees Twenty thousand) shall be

imposed which shall be deposited with District Collector in Child Labour Rehabilitation cum Welfare

No Contractor shall employ donkeys or other animals with breeching of stringor

thin rope. The breeching must be at least three inches wide and should be of tape [Nawar].

No animals suffering from sores, lameness or emaciation or which is immature shall be employed

on the work. The Engineer-in-charge or his agent is authorized to remove from work any

person or animal found working which does not satisfy these conditions and no responsibility

shall be accepted by the Municipal Corporation for any delay caused in the completion of the work

by such removal.

The Contractor shall pay fair and reasonable wages to the workmen employed by him in the contract

undertaken by him in the event of any dispute arising between the Contractor and his workmen on

the grounds that the wages paid are not fair and reasonable, the dispute shall be referred without

delay to the Environment Engineer (Solid Waste Management Department) who shall decide the

same. The decision of the Environment Engineer (Solid Waste Management Department) 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 Rajkot, provided the

amount exceeds Rs. 10. Amounts not exceeding Rs. 10 will be paid in cash.

Any Contractor who does not accept these conditions shall not be allowed to tender for works.

The work contract tax shall not be paid to the contractor.

Disputes if any, shall be discussed and mutually settled and in case of disagreement the same

shall be referred to Commissioner. After referring to Commissioner if the said dispute is not

solved, the same shall be referred to the court subject to Rajkot Jurisdiction only.

The following condition are being included in this tender and shall be considered as a part of

tender document.

• In case the total amount of work done is 5% less than the contract value, prorate

• In case the total amount of work done is 5% less than the contract value, prorate

S.D. to that extent may be refunded to the contractor while releasing the payment

of final bill. In short, the S.D. to be retained by the Corporation after payment of final

bill shall be equal to 5% of the amount of final bill as per the prevailing norms or as per

the norms decided from time to time.

• If there is increase in amount of work more than 5% of the Contract value. The Additional

S.D. shall be recovered from the running bill. When the total of any of work done by the

Contractor up to running bills under consideration is more than 5% of the contract value.

However, such S.D. shall be recovered in the round figure.

• In many cases, the contractors are stopping the work half-way due to number of reason and

when the department has to take actions in accordance to clause 3(a) or (b) or (c) of the contract

the remaining work has to be carried out by advertising the tender for the remaining work

and the whole administrative process right from inviting tenders to finalizing the tender etc.

• In such cases a fixed amount of Rs. 1,000/- should be recovered from the original contract

towards the cost of advertisement and other administrative charges incurred by the

department in finalizing the contract for the remaining work.

• In case a separate advertisement is issued for a single work actual cost of advertisement shall

be recovered such recovery shall be in addition to the recovery to be made under clause-3 or

such other relevant clauses.

The tender is sent to you with one set of conditions of contract, technical specification and one set

of Price Bid, please return the same duly filled in along with all the set in a sealed cover. The mode

of submission of tender shall be as indicated in tender notice. The Tender submission shall be by

Registered Post A.D. or Speed post only and need to signed every pages of tender and submit.

A sum of EMD Amount of Rs. 19,54,620/-amount shall be in form of crossed Demand Draft / Pay

Order /NEFT/ RTGS/ Online Transfer / Bank Guarantee from any Nationalized Bank payable at Rajkot

as mentioned in implementation of Stander Tender Procedure protocol: RMC/C/66, dated

The contractor will quote rate, both in words and figures. The final total as per the rates quoted

above shall also be given both in words and figures.

No alteration in the form of quotation and in schedule of quantities and no additions in the shape

of special stipulation will be permitted. Quotation which do not fulfil 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 Environment Engineer

(Solid Waste Management Department), Rajkot Municipal Corporation, Rajkot, during the office

hours between 11:00 A.M. to 6:00 P.M. on weekdays except Sunday & Holidaysand must

examine the primary/tentative drawings and inspect site of the work and acquaint himself

with all local conditions and matters pertaining thereto before submitting the tender.

Each of the pages (having reference for signature of the contractor) of the tender documents

is required to be signed by the person or persons submitting the tender in token of his/their having

acquainted himself/themselves with General Conditions etc., as laid down.Any tender with any

of the documents not so signed which will be rejected.

The rates quoted by the contractor shall include all eventualities such as heavy rain, suddenfloods,

all kind of natural / manmade disaster, lockdown 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, RMC shall not be responsible for such damage or wash out to the construction

Time is the essence of the contract. The Contractor has to complete the construction and

Commissioning of the Plant in Phase wise manner.

The work should be completed within 15 months [Including monsoon] for Fresh Waste processing

from the 15th day of the date of the work order issued to the contractor to commence the work.

The successful contractor will have to give a schedule of the various items of work to be done so

that the work is completed within the stipulated time.

Rate for extra items, as far as possible will be derived from the quoted tender items where it is

not possible to do so, the same shall be carried out in following sequence.

(i) From Rajkot Municipal Corporation S.O.R.2023-24 and Latest applicable S.O.R.

(ii) If rates are not available, as described under (i), then from GWSSB SOR 2022-23 or R&B latest

applicable SOR.

(iii) If rates are not available in either of (i) or (ii), then it shall be 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 Rs. 75,000 per day subject to the

maximum of 10% of the contract value after the completion of the period of 15 months from the

15th day of the issue of work order, shall be payable by the contractor to the Corporation towards

No claim for any extra or compensation for damage will be entertained on account of such variation,

except where the quantity is increased by more than 30%. No claim for any extra or compensation

for damages will be entertained on account of such variation where the quantity is decreased to any

percentage or where the item is totally deleted.

It should be noted that the contractor shall have to complete the construction of processing plant

work in stipulated time of 15 months (including monsoon) as per the terms of the contract. The

Contractor shall submit complete CPM/PERT/GANTT chart and get it approved within 30 days of the

award of the work.

The Contractor shall also arrange to obtain the license from the competent Authority underthe

contract labour (regulation and abolition) Act 1970 and also pay minimum wages decidedby

government under said act and comply with other provisions of said act.

Before payment of final bill on completion of the work, total amount of that work done at sanctioned

Before payment of final bill on completion of the work, total amount of that work done at sanctioned

rate shall be considered with the total amount of work done, had it been executed at the rate of

rate shall be considered with the total amount of work done, had it been executed at the rate of

second tenderer. While comparing total amount, quantity to be taken into consideration will be the

second tenderer. While comparing total amount, quantity to be taken into consideration will be the

quantity executed and not the quantity put to tender and will also include variation of quantity within

the limits of quantity executed i.e. 30% of the estimated quantity. In case the latter is less than the

total amount of work done at sanctioned rate; than the amount of difference the two shall be

total amount of work done at sanctioned rate; than the amount of difference the two shall be

deducted from the final bill before making payment. In other words, the workwhen executed

shall not exceed as compared to the rate of second lowest tenderer. It may be noted that extra

items shall not be included in comparing the rates with the second lowest tenderer.

The following additional information shall be forwarded by the tenderer along with the submission

a. A list of works of comparable nature executed, along with their value and time ofcompletion.

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 as mentioned in financial criteria.

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 tenders 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 ---

i. The tenderer proposes any alteration in the work specified in the tender or in the time

limitallowed for carrying out the work or any other condition.

ii. Any of the pages of the tender are removed or replaced.

iii. The Contractor shall fill price bid online only.

iv. Any errors are made by him in the tender.

v. All corrections and additions or pasted slips are not initiated by tenderers.

vi. 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.

vii. The tenderers which do not fulfil 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 Environment

Engineer (Solid Waste Management Department), Rajkot Municipal Corporation, Rajkot.

In view of the difficult position regarding the availability of foreign exchange, no foreign exchange

would be released by the RMC for the purchase of plant and machinery required forthe execution

of the work contracted

The contractor will have to construct shed for storing valuable materials at works site having locking

arrangement. The material will be taken for use in the presence of the RMC 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

The successful tenderer may be required to furnish surety of 10% of the contract value on stamp

paper if so desired by the Commissioner.

For all R.C.C. works such as Footings, Columns, Beams, Slabs, Chhajjas, Purlins, 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 RMC.

This tender document (Technical Bid), which should be furnished along with earnest money deposit,

duly filled in and signed. No pages can be removed from the conditions of contract, specifications of

drawings, otherwise it will be considered as an intentional fault and the tender will be liable for

rejection and the amount of earnest money deposit forfeited.

If the work executed is found to be of inferior quality OR of any substandard quality notconforming

to the specifications at any point of time during the inspection of by Engineer-in- charge or any

Higher Authority, the contract shall be terminated without assigning any reasons there off and no

payment shall be made towards the probable damages or loss caused to the contractor and

materials purchased by him for this work and no compensation whatsoever either shall be paid to

contract by Municipal Corporation.

The Successful contractor shall take “all contract risk insurance policy” for the tendered cost ofthe

work. "Workman 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. Fresh Municipal Solid Waste processing of average daily 800 MT for project duration.

The Contractor should note that the conditional tenders shall be out rightly rejected.

Out of the amount payable/creditable to contractor's account, the Central Government / State

Government tax/taxes shall be deducted at source in accordance with the relevant laws/rules from

time to time prevailing.

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.

Rajkot 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.

Special Clause regarding EPF act 1952 and payroll and muster roll.

All the applicant contractors are required to have their own employer code number under EPF Act,

1952 and are required to comply the applicable provisions of said statute regularly and totally.

Further the contractors for services are required to produce the certified copies of paid challans

in respect of employees/workers employed by said contractor in respect of work allotted by Rajkot

Municipal Corporation, along with copies of Pay Roll and Muster Roll. If the same are not produced,

the bills will not be release.

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.

Signature of The Contractor

9. SPECIAL CONDITIONS OF CONTRACT

Proposed Fresh Municipal Solid Waste processing plant is on Design, Build, and Operate basis for

processing on per metric ton basis contract 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 Rajkot city done at its

It should be clearly noted here that the process/design proposed by the bidders should be related

up to processing of 1000 TPD of Municipal Solid waste on daily basis, with the object of getting

optimum treatment of MSW in line with CPHEEO Manual & SWM Rule

The place of the proposed project is situated at Nakrawadi Dump Site or as directed by RMC.

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 and Operate basis. The detailed scope of work,

specifications etc. are described in this tender elsewhere.

Cost of all types of materials/ equipment’s/ machineries/ tools/ items including cement, steel

(reinforcement as well as structural) all types of pipes etc. & all types of labour required for the

completion of the project will be in the contractor's scope.

ii. Transfer and hand back of project site:

• Site Clearance and Restoration

Upon completion or termination of the project period, the Bidder shall commence

demobilization activities, which include the dismantling and removal of all temporary

works, plant, machinery, equipment, construction debris, surplus materials, and any other

installations made for the execution of the contract.

• Restoration of Site

The Bidder shall ensure that the project site is restored to its original condition or as

specified by the Engineer-in-Charge/Project Manager. All areas shall be properly cleaned,

leveled, and made free of any obstructions, waste, or residual construction material.

• Handover Requirements

The cleared and restored site shall be handed over formally to Rajkot Municipal

Corporation (RMC) upon completion of demobilization. The handover shall be

documented through a joint inspection and a Site Handover Certificate signed by both

• No Compensation for Demobilization

The Bidder shall not be entitled to any compensation, reimbursement, or financial claim

whatsoever on account of demobilization, removal of equipment, or restoration of site. All

costs related to demobilization and site clearance shall be deemed to have been included

in the Contract Price.

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 thesite of the work.

If at any time, in the opinion of the Engineer, this provision is not compliedwith, 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.

The entire job/project has to be completed within a period of 15 months including Engineering,

Procurement, approval, execution, testing, trial run, commissioning and operation and maintains

of plant [Including monsoon] from the 15 day of date of 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 ofthe Engineer-in-charge. The timely completion of this project is very

important for the citizen of Rajkot City, and hence Weightage will be given on strict compliance of

work as per the sanctioned schedule of work/bar chart. 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 activities.

iv. 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 month

If the contractor fails to complete the work within the stipulated completion date for the work,

Contractor shall pay penalty for delay Rs. 75,000 per day of contract value per day and max 10%,

of the contract value after the completion of the period of 15 months from the 15th day of the

issue of work order. If the delay exceed 60 days RMC may initiate termination of contract along

with forfeiture of Security Deposit.

v. Scope of Supply of Material:

a) Supply of Material:

All materials, testing appliances, tools, tackles & spares etc. necessary for the successful

execution & completion and till successful completion of project shall be procured and provided

by the tenderer. No material will be supplied by the RMC, either free of cost or at issue rate by

the Rajkot 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 RMC 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 bythe

In case of power distribution company (PGVCL) denies providing electrical connection (power) to

contractor, RMC shall secure electric connection in the name of RMC and pay necessary

connection charges, deposits, monthly energy bills. However, the same shall be deducted from

contractor’s running bill.

c) Water: The Contractor shall have to make his own arrangement for water required during

Construction Period and O&M period.

vi. Construction of Stores and Site Office:

Contractor has to build his own office space on his all responsibilities. Suitable areas willbe

allocated or may not be allocated by the RMC to the Contractor to build storages for storing

his equipment, plant, materials etc. and also to build his site offices. He will besolely

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 RMC reserves the

right to ask the contractor 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.

vii. Labour and Supervisory Camps:

The contractor shall, at their own cost, arrange land within the proposed plant boundary for

labour camps, quarters, storage yards, temporary site sheds, service facilities, batching plant,

and casting yard. All necessary permissions for these arrangements shall be obtained and borne

by the contractor. No additional land outside the proposed plant boundary will be provided for

setting up the plant, labour camps, quarters, or any other project-related facilities. Non-

availability of land for any of the above purposes shall not be considered a valid reason for delay

in the progress of work.

viii. 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.

All materials, construction plants and equipment once brought by the contractor to the site

are not to be removed from there without the written permission of the Engineer-in-charge.

Also, the Contractor shall have adequate stock of spare parts for the equipment on the siteand

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 authority of the Engineer-in-charge.

ix. Signing of The Contract

The successful tenderer shall be required to execute an agreement in the proforma provided by

RMC 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.

x. 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 otherdocuments

forming part of the contract. Several documents forming the contract are to be taken as

mutually explanatory, should there be any discrepancies, inconsistencies, errors or

commissions in the contracts or any of them, the matter may be referred to the Engineer-in-

charge who shall give his decisions and issue to the contractor instructions directing in what

manner the work is to be carried out. The decision of the Engineer-in-charge shall be final and

conclusive and the contractor shall carry out the work in accordance with this decision.

Works shown upon the drawings but not mentioned in the specifications or described in the

specifications without being shown on the drawings shall nevertheless be held to be included

in the same manner as if they had been specifically shown upon the drawings and described in

the specifications.

The various documents forming the contract are the essential parts of the contracts and a

requirement occurring in one is as binding as though occurring in all, they are intended tobe

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 fulfil the intent of the plans and specifications.

xi. 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.

xii. 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 RMC 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.

xiii. No Compensation for Alteration in Or Restriction of Work

If at any time after the commencement of the work, the Rajkot Municipal 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

xiv. Right of The Rajkot Municipal Corporation to Determine/Terminate Contract

i. The Rajkot Municipal Corporation shall, at any time, be entitled to determine and terminate

the contract, if in the opinion of the Rajkot 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 Rajkot 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 Rajkot

Municipal Corporation.

ii. Should the contract be determined under sub-clause (i) of this clause and the contractor

claims payments to compensate expenditure incurred by him in the expectation of completing

the whole of the work, the Rajkot Municipal Corporation shall consider and admit such claims

as are deemed fair and reasonable and are supported by vouchers tothe satisfaction of

the Engineer-in-charge. The decision of the Municipal Commissioner, Rajkot Municipal

Corporation on the Necessity and Propriety of Any Such Expenditure Shall Be Final and

conclusive and binding on the contractor.

xv. 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.

xvi. Coverage 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 contract.

Except where it is explicitly provided that the cost will be borne by RMC, 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 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 inthis

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

three years shall be borne by the contractor.

xvii. 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.

xviii. Setting Out Works

The Engineer-in-charge shall furnish the contractor with only the four corners of the work

site and a level bench mark and the contractor shall set out the works and shall provide an

efficient staff for the purpose and shall be solely responsible for the accuracy of such setting

xix. 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.

xx. 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.

xxi. Testing and Commissioning:

a) The tenderer shall carry out testing, commission and trial run of the plant for 02-month

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 system to RMC.

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.

xxii. Royalties:

Royalties for the construction materials i.e. Sand, Stone, aggregates, Rubble, murrum, gravel

as specified from time to time by the State Government shall be paid by the contractor. All

ruling regulations have to be strictly adhered to.

xxiii. Instruction Manual for Operation & Maintenance:

After the total completion and before the commissioning of the plant, the contractor shall

submit the 03 (three) 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.

xxiv. 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.

xxv. 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.

xxvi. All the concreting work for the proposed Municipal Solid waste processing plant shall be carried out

by automatic digital type weigh-batching plant & concrete mixer installed at the site for the proposed

work, as per the specifications given in this tender. Volumetric batching of concrete ingredients shall

not be allowed in any case.

xxvii. The Contractor shall have to get approval from factory inspector as per factory act and should submit

the certificate of approval to RMC The required drawings to be submitted to factory inspector shall

be supplied by the Contractor and approved drawings shall be handed over to RMC All necessary

drawings/liaisons work etc. will be done by the contractor. RMC will assist only in submission of the

application forms.

xxviii. 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 RMC

xxix. Insurance / responsibility of all the materials / equipments / plants shall be the Contractor’s

responsibility till handing over the plant to RMC, even if part payment is released.

xxx. 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 or himself.

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

iv. Figured dimensions of drawings shall supersede measurements by scale. Special 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.

xxxi. 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 Rajkot

Municipal Corporation.

[c] The plant is located within the RMC 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, 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 Rajkot 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. Rajkot 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.

[a] Applicable TDS as per prevailing Rules, will be deducted from all the payments made to the

[b] Construction period will remain 02 (Two) months including testing, trial run and commissioning

[Including monsoon] as mentioned in the tender.

[c] EMD & SD shall be furnished as per tender terms and conditions only.

[d] It is to note that, it is the responsibility of contractor to watch and ward and make keep security

arrangement during entire project period.

xxxii. 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.

xxxiii. 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 Rajkot Municipal Corporation.

xxxiv. The RAJKOT Municipal Corporation May Do Part of The Work

Upon failure of the Contractor to comply with any instructions given in accordance with the

provisions of this contract, the Rajkot 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 Rajkot Municipal Corporation may designate or also engage

another Contractor to carry out the work. In such cases, the Rajkot 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 and should the total amount

and materials with 10% added to overall departmental charges and should the total amount

thereof exceed the amount due to the Contractor, the Contractor shall pay the difference to the

Rajkot Municipal Corporation.

xxxv. Contractor to note that RMC 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 RMC shall be final.

xxxvi. RMC 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.

xxxvii. Unless otherwise specified anywhere in the tender, no arbitration regarding any or all the issues in

this tender shall be allowed whatsoever.

xxxviii. All the matter pertaining to this tender shall be subjected to Rajkot Jurisdiction only.

Signature of The Contractor

(SECTION-4) PROJECT DESCRIPTION, SCOPE OF WORK AND

PROPOSED IMPLEMENTATION METHODOLOGY

10. DESCRIPTION OF THE PROJECT:

NAME OF WORK: Processing of Fresh Municipal Solid Waste, Including Disposal of Segregated by-products, in

Compliance with SWM Rules, 2016, at the Nakrawadi Dumping Site. (3rd attempt)

1. Brief Description of Task:

Rajkot Municipal Corporation wishes to engage private operators for processing of Municipal Solid Waste and disposal

of end products as per Solid Waste Management Rules 2016 and best Engineering practices Within Municipality/

Municipal Corporation Limits. It Will Be Constructed & Developed Subsequently After Allotment of Suitable Land by

Rajkot Municipal Corporation. The income derived from sale of compost/bio gas, RDF, recyclable material etc. shall

belong to agency. The agency will be responsible for providing services under the scope of work.

2.1 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. Rajkot Municipal Corporation have overall responsibility for

Solid Waste Management (SWM) in Rajkot 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 Rajkot city and likely increased in generation of Solid

waste due to rapid urbanization and increase in population, Rajkot 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 Rajkot city

as per the latest guidelines of Central Pollution Control Board (CPCB), Gujarat Pollution Control Board (GPCB), SWM

Rules 2016, CPHEEO Manual, NGT Order and Guidelines and other applicable Norms, Act, Rules etc.

This Tender document is for Setting up Plant for Fresh Municipal Solid waste processing at Nakrawadi Dump Site / As

directed by RMC, Rajkot along with Operation and Maintenance for the Period of 13 months years on Design, Built,

Operate and Transfer Basis.

A “Single 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 Rajkot Municipal Corporation and perform the obligations as

stipulated therein, in respect of the Project.

The overall objective of this project is to create an efficient and effective Solid Waste Management system

in Rajkot Municipal Corporation. The sub objectives are as follows:

1. To comply with Solid Waste Management Rules, 2016 and applicable laws, rules, guidelines in India and

best Engineering practices through Public Private Participation.

2. 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 / 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.

3. Improve productivity of manpower, materials and equipment and promote economic operations of

4. Promote and protect the quality and sustainability of overall urban environment in the service area.

5. Set up Municipal Solid Waste to compost Processing facility.

3. Location of the Facilities:

The location of the Site, wherein the proposed Municipal Solid waste processing plant shall be setup is, at

NAKRAWADI Dump Site / As directed by RMC.

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”.

Rajkot Municipal Corporation proposes to select a Successful Bidder for taking upthe development of the aforesaid

Project in the form of a Concession.

➢ The Contract Period for the Project shall be for a period of 15 months.

This Contract 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).

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 the Tender.

For site visit, the intending tenderer may contact Environment Engineer (Solid Waste Management Department),

Rajkot Municipal Corporation.

Maximum 1.50 hectare (approx. 15,000 SQ M) of the land shall be provided at NAKRAWADI Dump Site / As directed

by RMC within Rajkot Citylimits for setting up the plant and machineries. Details of Land required for settingup

Municipal Solid waste processing plant with the proposed technology has to be provided by the Bidder in their

technical proposal.

3.2 Timeline and Project Activities:

Sr. No. Activities Time period for completion

1 Handing over the Project Site. 15days from the date of issue of

2 Construction & erection of the Plant/ Commercial Operations Date 02 months from the issue of Work

(COD) including fulfilment of Condition Precedent. order (Including Monsoon).

3 Processing period of Fresh Municipal Solid Waste Processing Plant 13 months (Including Monsoon)

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.

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 work.

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 to it.

6.1 Sand shall be natural sand, clean, well graded, strong, durable and gritty particles free from injurious

amounts of dust, clay, kankar nodules, soft or flaky particles, shale, 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 Designation % by I. S. Sieve Designation % by

Passing passing

6.3 Fine sand: The fines modulus shall not exceed 1.0. The sieve analysis of fine sand shall be as under --

I. S. Sieve Designation % by I. S. Sieve Designation % by

Passing passing

2.36 mm 100 300 Micron 5 –

M-7 STONE DUST:

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 with cement.

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)

as per instruction of the Engineer-in-charge. The necessity of test will be decided by the Engineering-in-

9.1 Cinder is well brunt furnace residue which has been fused or interred into lumps of varying sizes.

9.2 Cinder aggregates shall be well burnt furnace residue obtained from furnace using coal fuel only. It

shall be sound clad and free from clay, dirt, ash or other deleterious matter.

9.3 The average grading for cinder aggregates shall be as mentioned below:

M-10 LIME MORTAR :

10.1 LIME: Shall conform to specification M-2. WATER: Water shall conform to specification M-1. SAND:

Sand shall conform to specification M-6.

10.2 PROPORTION OF MIX: Mortar shall consist of such 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 –

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 use.

M-11 CEMENT MORTAR:

▪ Water shall conform to specification M-1. Cement shall conform to specification M-3. Sand shall conform

▪ 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.

▪ 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

▪ The mortar so prepared shall be used within 30 minutes of adding water. Only such quantity of mortar

shall be prepared as can be used within 30 minutes.

M-12 STONE COARSE AGGREGATE FOR NOMINAL MIX CONCRETE:

▪ Coarse aggregate shall be of machine crushed stone of black trap or equivalent and be hard, strong, dense,

durable, clean and free from skin and coating likely to prevent proper adhesion of mortar.

▪ The aggregate shall generally be cubical in shape. Unless special stones of particular quarries are

mentioned aggregates shall be machine crushed from the best black trap or equivalent hard stone as

approved. Aggregate shall have no deleterious reaction with cement. The size of the coarse aggregate for

plain cement concrete and ordinary reinforced cement concrete shall generally be as per the table given

below. However, in case of reinforced cement concrete the maximum limit may be restricted to 6 mm. less

than the minimum lateral clear 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.

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) –

M-15 A 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

M-17 LITERATE 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 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

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.

M-21 MILD 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 to I.S.

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-22 STRUCTURAL STEEL:

All structural steel shall conform to I.S. 226 – 1975. The steel shall be free from the defects mentioned

in I.S. 226 – 1975 and shall have a smooth finish. The material shall be free from loose mill scale, rust

pits or other defects affecting the strength and durability. Rivet bars shall conform to I.S. 1148 –

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-23 GALVANISED 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 - 1992. 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:

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.

M-27 EXPANSION 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 used.

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:

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 to I.S. 303 –

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 80 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 as directed.

31.2 The hinges shall be cast or excluded aluminum hinges of same type as in window but or large size.

31.3 The hinges shall normally be of 50 mm projecting type non projecting type of hinges may also be used

if directed. The handles of door shall be of specified design. A suitable lock for the door operable 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-32 ROLLING 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 3.15 mm.

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

sqm Clear area with ball bearing. If the rolling shutters are of larger then gear operated type shutter shall

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-33 COLLAPSIBLE 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-35 EXPANDED 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 – 1992 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 corrosion.

M-36 MILD 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.

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 absorbed.

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

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

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 600 mm.

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

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.

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-39 ACRYLIC 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 excluded.

(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 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 aluminium 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 directions.

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.

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.

Pivot: i)The base and socket Plate shall be made minimum 3 mm. thick plates and projected pivot shall not be less than

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 tendencies.

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

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:

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

47.1.6 The tiles shall satisfy the test as regards transverse strength, resistance to wear and water

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-

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 600 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

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.

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 flaws.

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

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

(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

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