Supplying Labour for SolveStone Paving and patch Work C.C.R.S.Complain Kalupur area in Khadia Ward.

Name of work: - FtzegtJtuzobtk ftjwvwh rJM<thbtk z[ulus buRLxulLm Ft<tbtk ytJ<e me.me.yth.yum. vuaJfo <ubs vÚ&h

vuJekdle Vhegtœtult rlftj fhJtltk ftb btxu juch mÃjtg fhJtltk ftb ctc<.

Tender Invited on Behalf of AMC, Central Zone.

Assistant Manager, Central Zone,

Central Zone Zonal Office”, B – Wing,

Third Floor,Sardar Patel Bhavan,

Danapith, Ahmedabad-380001.

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

Notice inviting Tender

Competent authority on behalf of Municipal Commissioner of A.M.C. invites percentage rate

sealed tenders from interested contractors for the following work at different locations within

the limit of A.M.C.

1 Name of work FtzegtJtuzobtk ftjwvwh rJM<thbtk z[ulus buRLxulLm Ft<tbtk ytJ<e me.me.yth.yum. vuaJfo

<ubs vÚ&h vuJekdle Vhegtœtult rlftj fhJtltk ftb btxu juch mÃjtg fhJtltk ftb ctc<.

2 Estimated Tender Amount Rs. 998741.00 (excluding of GST). GST will be paid extra by

AMC/Authority at prevailing rate to the contractor.

3 Tender fee Rs. 900/-

(Non refundable) (Demand Draft in favour of Municipal Commissioner,

Ahmedabad) Tender Fee shall be submitted physically along

with the Physical Submission.

4 Time Limit 12 Months

5 Download of Tender Tenders from the website www.nprocure.com or shall be

Documents down loaded mentioned AS PER TENDER NOTICE INVITED

6 Required registration Register “D” class having in Road Works in PWD in Govt. R&B /

CPWD / AMC or equivalent register with any other state Govt.

or institutions.

7 Earnest Money Deposit Rs. 9987.00 (Demand Draft / pay order / Bank Guarantee in

(Bid security) favour of Municipal Commissioner, Ahmedabad is to be

(1 % of Estimate put to submitted as prescribed in 10.0 below. Demand Draft/Bank

tender) Guarantee shall be from approved list of AMC of banks and the

issuing branch of bank guarantee shall be of Ahmedabad city

only and it should be valid for 120 days. E.M.D. shall be

submitted physically along with the Physical Submission.

8 Submission of EMD and Tender Fee & EMD should Submitted physically along with

Tender Fees tender documents as described in the invitation of tender

should be submitted to Assistant Manager- Central Zone, 3rd

Floor, B – Wing, Sardar Patel Bhavan, Danapith, Ahmedabad-

Bid submitted without bid security & tender fee shall be

treated as non responsive and shall be summarily rejected.

9 Mode of sending the The whole tender shall be submitted by two modes.

Tender Documents • Whole tender shall be submitted only on

www.teder.nprocure.com website as per Schedule mentioned in

Notice inviting Tender.

• Tender Fee, EMD, technical bid and other relevant PQ

Documents as per check list given in tender shall be submitted

physically in two copies (Original & duplicate) in sealed envelope as

per Schedule mentioned in Notice inviting Tender.

10 Last date of receiving As per Notice inviting Tender / Addendum / Corrigendum. The

Tenders. tenders received after latest schedule date and time will not be

entertained under any circumstances.

11 Submission of Price Bid The Price bid shall be submitted online only. The bidder shall

fill percentage rate on amount of BOQ online only until

Signature of Bidder Page 1 of

Ahmedabad Municipal Corporation

Price Bid shall be submitted physically duly signed & seal

without mentioning quoted rated, else it shall be considered as

12 Opening of Technical bid As per Notice inviting Tender / Addendum / Corrigendum.

13 Tender validity period 120 days from the last date of submission of Tender.

14 Security Deposit 5 % of Contract Value to be submitted in the form of (Demand Draft

/ pay order / Bank Guarantee in favour of Municipal Commissioner,

Ahmedabad. Bank Guarantee shall be from approved list of AMC of

banks as per attched ANNEXURE - 1 finance dept. latest circular. and

the issuing branch of bank guarantee shall be of Ahmedabad City

only. The validity of the Security Deposit shall be up to valid till

days beyond Date of completion of work.

The Security Deposit shall be payable in 10 days (for tenders upto

Rs.10.0 Lacs) or 15 days (for tenders of Rs.10.0 Lacs and above) from

date of receipt of LOI failing which interest @ 4% per annum will be

charged by AMC.

15 Deductions from Running

a. Retention Money 2 % amount of each Running Bill shall be deducted as a Retention

Money. Such retention money shall be released in the final bill of the

b. Labour welfare cess Labour welfare cess as per the Act, 1996 (non refundable) shall be

deducted from each running bill.

16 Defect & Liability Period Not applicable in this case. If applicable than refer condition of

contract attached over rule as per form B-1 published by

17 Compansation for Delay 10 % of the actual balance work after Time limit expired.

• All the circulars which were published by Authorities of AMC time by time will be

applicable on said Tender and bound to bidder with out any condition.

• Conditional tenders will not be accepted in any case. Municipal Commissioner reserves

the rights to reject any or all the tenders without assigning any reasons thereof.

• The authorized signatory holding Power of Attorney shall only be the Digital Signatory.

In case authorized signatory holding Power of Attorney and Digital Signatory are not

the same, the bid shall be considered non-responsive.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 2 of

Ahmedabad Municipal Corporation

(On contractor’s Letter Head / certified with Stamp and Sign with Contact Detail)

TENDER DECLARATION FORM

Additional City Engineer

Ahmedabad Municipal Corporation,

Name of Work:- FtzegtJtuzobtk ftjwvwh rJM<thbtk z[ulus buRLxulLm Ft<tbtk ytJ<e me.me.yth.yum. vuaJfo <ubs vÚ&h

vuJekdle Vhegtœtult rlftj fhJtltk ftb btxu juch mÃjtg fhJtltk ftb ctc<.

I/We the undersigned have carefully gone through and clearly understood the Tender

documents of above mentioned project comprising of Notice Inviting tenders, Articles of

Agreement, Scope of work, Definition of terms, notes Instructions/Information to Bidder, Condition

of Contract, special condition of contract, Appendices, Specifications, Bill of Quantities, furnished by

AHMEDABAD MUNICIPAL CORPORATION.

I/We do hereby offer to execute and complete the whole of the work within the time

specified all in accordance with the specification, designs, drawing and instruction in writing referred

to in the said document and with such materials as mentioned for, at the respective rates which

I/we have quoted in the Price Bid or at such other rates as may be fixed under the provisions of

these conditions.

In the event of this tender being accepted I/We agree to enter into an agreement and when

required, execute the contract, according to your form 1 of agreement as or in default where of I/we

bound myself/ourselves to forfeit the "Earnest Money Deposit."

I/We understand that if I/We shall not enter in agreement within fifteen days or as decided

by AMC from the date of receipt of letter of acceptance, you will forfeit the earnest money paid by

me/us and take necessary action as deemed fit.

I/We have enclosed a Demand Draft / Bank Guarantee as an “Earnest Money Deposit", for

the sum as mentioned in NIT, the full value of which is to be absolutely forfeited to the Employer If

I/We fail to commence the work specified. Otherwise the Employer shall retain the said sum, as on

account of such Security Deposit as provided for in the aforesaid documents.

I/We agree not to employ sub-contractors other than those that may be approved in

accordance with conditions in the aforesaid documents.

I/We understand that Municipal Commissioner is not bound to accept the lowest or any

tender, which are received. I / We also understand & agree that Municipal Commissioner Reserves the

right to allot number of tenders to successful bidders at his sole discretion in case if I / We am/are

lowest in more than one tender.

I/We am/are bound to execute the job if the work order is issued within 120 days from the

date of opening of the tender.

I am bound to execute the work by maintaining all Quality aspects/parameters mentioned in

the tender terms and conditions. I am also bound to submit all supporting Genuine Original documents

as and when asked and if any discrepancy found in such documents as well as in the executed Work

with respect to Quality/Quantity at any stage of work or even after completion of work, it will be solely

Signature of Bidder Page 3 of

Ahmedabad Municipal Corporation

my Responsibility. I am bound to prove originality of all documents submitted by me and if any

Documents found false/fake then Municipal Commissioner/AMC has right to take any

action/penalty/punishment against me.

I am also bound that if I/we, indulged into any malpractice and/or used any inferior quality

and/or the construction of road is found to be of an inferior quality under this contract than in such

case Municipal Commissioner/AMC has right to debar/ blacklist permanently.

I/We agree to pay the Government income-Tax, GST/Sales-Tax (Central and State), Octroi

duties, Royalty on material (i.e. Aggregate, Sand etc.) And any other taxes prevailing and from time to

time on such items on which the same are leviable and the rates quoted by me/us are inclusive of the

Yours faithfully

Seal and Sign of Contractor

Signature of Bidder Page 4 of

Ahmedabad Municipal Corporation

INSTRUCTIONS TO BIDDERS

1. Scope of Bid

1.1 Competent authority on behalf of The Municipal Commissioner, Ahmedabad Municipal

Corporation (referred to as Employer in these documents) invites sealed bids for the

construction of works (as defined in these documents and referred to as “the work”)

detailed in the table given in the Invitation for Bid (hereinafter called as IFB.) from

competent bidder. The bidders may submit bids for the works detailed in the table

2.0 Source of Funds

Ahmedabad Municipal Corporation has arranged the fund for this project.

3.0 Eligible Bidders

3.1 The Invitation for Bids is open to all eligible bidders meeting the eligibility criteria as

defined in this tender.

3.2 All bidders shall provide Qualification Information and Forms of Bid mentioned in the

Clause-14. An agency that has been engaged by the Employer to provide consulting

services for the preparation or supervision of the works, and any of its affiliates, shall

not be eligible to bid.

3.3 Any entity which has been declared as non-performing by NHAI / GoG / AMC or the

firms those are blacklisted/ debarred for specified period by AMC, Governement of

Gujarat, Government of India or any other entity controlled by it, would not be eligible

to submit the Bid.

4.0 Qualification of the Bidder

4.1 Requires registration:- Register “E-2” class having in Road Works in PWD in Govt. R&B

/ CPWD / AMC or equivalent register with any other state Govt. or institutions.

5.0 DISQUALIFICATION

Even though the bidders meet the above mentioned qualifying criteria, they are

subject to be disqualified if they have,

• Made misleading or false representations in the forms, statements, affidavits and

attachments submitted in proof of the qualification requirements; and/or

• Record of poor performance such as abandoning the works, not properly completing

the contract, inordinate delays in completion, litigation history, or financial failures etc.

or debarring from AMC work etc.

• Tampered the bid document in any manner.

• Colluded with other prospective bidders for this work to arrive at quoted prices for the

purpose of restricting competition.

• Indulged in inducement of any official of AMC and/or their consulting engineer and

other advisors in any manner whatsoever.

• Proposal not submitted in accordance with this tender.

• During validity of the proposal, or its extended period, if any, the bidder changes his

commercial terms.

• The bidder qualifies the proposal with his own conditions.

• Proposal is received after due date and time.

• Commercial proposal is enclosed with the same envelope as technical proposal

• The envelope does not show on the outside the reference of bid and thus gets opened

before the due date of opening.

Signature of Bidder Page 5 of

Ahmedabad Municipal Corporation

• The E.M.D. is not deposited in full and in the manner as specified in the clause of

Earnest Money Deposit.

• The tender is in a language other than English or dose not contains its English

Translation in case of other language adopted for tender preparation.

• The tender documents received are not duly signed by authorized person.

• The validity of tender is less than what is stated in the tender.

• Any of the page or pages of tender is/are removed or replaced.

• Any condition which affect the cost.

• If it is joint venture.

5.1 Debarment / Black listing

Notwithstanding the above, the Employer may debar or blacklist any of the bidder(s)

for their misleading or false representations in the forms statements etc. for the period

to be decided by the Employer.

6.0 Cost of Bidding

The bidder shall bear all costs associated with the preparation and submission of his

Bid. Employer will in no case be responsible and liable for those costs.

The Bidder, at his own cost, responsibility and risk, is encouraged to visit, examine and

familiarize himself with the site of Works and its surroundings including source of

earth, water, road aggregates etc. and obtain all information that may be necessary for

preparing the Bid and entering into a contract for construction of the Works. The costs

of visiting the Site shall be at the Bidder's own expense.

8.0 Bidders shall not have any dispute or claim for any kind of compensation in

• If the quantity stipulated in the tender items varies or the scope of work changes and

thereby total amount of work increases / decreases up to any extent.

thereby total amount of work increases / decreases up to any extent.

• If the works gets delayed / postponed for some administrative / technical decision

• If the items stipulated in the tender shall not be executed as per site condition/

requirements. No claim shall be entertained for the same.

• No idle charges shall be paid to contractor for machinery and man power if remain idle

and no claim shall be entertained for the same.

B. BIDDING DOCUMENTS

9.0 Content of Bidding Documents

9.1 The set of bidding documents comprises the documents listed below and addendum (if

1. Notice inviting e-Tender

2. Special conditions of Contract

3. Instructions to Bidders

4. Qualification Information

5. Conditions of Contract

6. Technical Specifications

7. Forms of Bid

8. Bill of Quantities

• The bidder is expected to examine carefully all instructions, conditions of contract, contract

data, forms, terms, technical specifications, forms, Annexes in the bid document.

Failure to comply with the requirements of bid documents shall be at the bidder’s own

Signature of Bidder Page 6 of

Ahmedabad Municipal Corporation

risk. Bids which are not substantially responsive to the requirements of the bid

documents shall be rejected.

10.0 Amendment of Bidding Documents

10.1 Before the deadline for submission of bids, the Employer may modify the bidding

documents by issuing addendum.

10.2 Any addendum thus issued shall be part of the bidding documents and shall be placed

on website www.nprocure.com The prospective bidder shall refer to website to check

any addendum before 24 hours of opening of bids. AMC will not give any

advertisement for the same.

10.3 To give prospective bidders reasonable time in which to take an addendum into

account in preparing their bids, the Employer may, at his desecration, extend as

necessary the deadline for submission of bids.

10.4 Prospective bidders should attach the addendum made for the work & if fails to do so

than also the changes made through such addendum shall be applicable & bound to

C PREPARATION OF BIDS

11.0 Language of the Bid

All documents relating to the bid shall be in the English language only.

12.0 Documents comprising bid

The e bid submitted by the bidder shall be in two separate parts.

• Technical Bid

• Financial Bid

To qualify for award of the contract, each bidder must submit the following documents

along with bid:

• Required Registration Certificate

• Other requested documents

• Any other material / information required to be submitted in accordance with these

Instructions to Bidders (ITB)

Failure to submit these certificates/documents shall make the bid non-responsive.

Above original documents in physical form in two copies, one marked as “original” and

other marked as “Duplicate”, shall be submitted in a sealed envelope by 18:00 Hrs on

the date of physical submission of bid and addressed to the addressee given in the NIT

duly super scribed “Name of Work, Bid due date and time, Name and address of the

13.0 Bid Prices

• The contract shall be for the whole works as described in Bill of Quantity based on the

percentage rate in the Bill of Quantities submitted by the bidder..

• All duties, taxes, and other levies payable by the contractor under the contract, or for

any other cause shall be included in the rates, prices and total Bid Price submitted by

the Bidder, except otherwise stated in the Bid document. Employer will not

compensate the bidder (contractor) for any change in duties, taxes and other levies

payable by the contractor under the contract and any other reasons.

Signature of Bidder Page 7 of

Ahmedabad Municipal Corporation

• The percentage rate and bid price quoted by the bidder shall be fixed up to the

completion of Work and shall not be subject to adjustment on any account, except

where expressly specified, otherwise, in the contract.

14.0 Currencies of Bid and Payment

The currency of bid and payment shall be in Indian Rupees. All payments shall be made

in Indian Rupees.

15.0 Bid Validity

15.1 Bids shall remain valid for 120 days from last date of submission of tender. A bid valid

for a shorter period shall be rejected by the Employer as non-responsive.

15.2 In exceptional circumstances, prior to expiry of the bid validity (120 days), the

Employer may request that the bidders may extend the period of validity for a

specified additional period. The request and the bidders' responses shall be made in

writing or by cable. A bidder may refuse the request without forfeiting his bid security.

A bidder agreeing to the request will not be required or permitted to modify his bid,

but will be required to extend the validity of his bid security for a period of the

16.0 Earnest Money / Bid Security

16.1 The Bidder shall furnish, a Bid Security of the amount as shown in the Table of IFB as

part of his bid, in the form of Demand Draft / pay order / Bank Guarantee in favour of

Municipal Commissioner, Ahmedabad valid for 120 days.

16.2 The issuing branch of the bank guarantee shall be of Ahmedabad / Gandhinagar City

A. As per Government of Gujarat G.R. No. - FD/MSM/e-file /4 /2023/ 4020/D.M.O. Date:

11/03/2024 & Circular of Finance Department, AMC no. 10 Date: 05-08-2024,

approved Banks are 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 the period up to

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

of Bank Guarantee irrespective of the date of termination of Bank Guarantee.

1. Commercial Banks :-

1. A U Small Finance Bank

3. Bandhan Bank

4. City Union Bank

6. DBS Bank India Limited

8. Equitas Small Finance Bank

9. Federal Bank

Signature of Bidder Page 8 of

Ahmedabad Municipal Corporation

14. IDFC First Bank

15. IndusInd Bank

16. Jana Small Finance Bank

17. Karnataka Bank

18. Karur Vysya Bank

19. Kotak Mahindra Bank

20. South Indian Bank

21. Tamilnadu Mercantile Bank

22. Utkarsh Small Finance Bank

2. Co-operative and Rural Banks Of Gujarat :-

1. The Ahmedabad Mercantile Co-operative Bank Limited

2. Kalupur Commerical Co-operative Bank Limited

3. Nutan nagrik Sahakari Bank Limited

4. Rajkot Nagarik Sahakari Bank Limited

5. Saraswat Co-operative Bank

6. SVC Co-operative Bank

7. The Cosmos co-opretive Bank

8. Baroda Gujarat Gramin Bank

9. Saurashtra Gramin Bank

10. The Gujarat State Co-Operative Bank

11. The Mehsana Urban Co-operative Bank Limited

12. The Surat District Co-operative Bank

13. The Surat Peoples Co-operative Bank

16.3 Any bid not accompanied by an acceptable Bid Security shall be rejected by the

Employer as non-responsive.

16.4 Any bid having bid security for lesser value and shorter validity period shall be treated

as non-responsive.

16.5 (a) The bid security of the unsuccessful bidders, except for L1, L2 and L3 bidders will be

returned as promptly as possible.

(b) The bid security of the successful bidder, along with second and third lowest tenders, will

be returned when the successful bidder has furnished the required security deposit

and signed the agreement.

16.6 The Bid Security of the Successful Bidder will be discharged when the bidder has signed

the Agreement and furnished the required security deposit.

16.7 The Bid Security shall be forfeited,

a) if the Bidder withdraws the Bid after Bid opening during the period of Bid validity;

b) in the case of a successful Bidder, if the Bidder fails within the specified time limit to

(i) sign the Agreement; or

(ii) Furnish the required security deposit.

(iii) commence the work after signing the agreement within 15 days

16.8 No interest shall be paid by the owner on any tender guarantee. The issuing branch of

the bank guarantee shall be of Ahmedabad City only.

16.9 Bank Guarantee for Earnest Money Deposit should be executed on non-judicial Stamp

papers of requisite value in accordance with the stamp Act applicable to that particular

state of Indian Union, where executed.

Signature of Bidder Page 9 of

Ahmedabad Municipal Corporation

16.10 The executing officers of the bank Guarantee for Earnest Money Bid Security shall

clearly indicate in (block letters) his name, designation, Power of Attorney No. / Signing

16.11 Each page of the bank guarantee for Earnest Money Deposit shall be duly

signed/initialed by the executing officers and the last page shall be signed in full,

indicating the particulars as aforesaid under the seal of the Bank.

D. SUBMISSION OF BIDS

17.0 Sealing and Marking of Bids

17.1 The bidder shall submit the Technical Bid only. The Bid shall be sealed in separate

envelopes and the three sealed envelopes shall be sealed in an outer envelope. The

Bid envelopes shall be marked as follows:-

• Complete Tender Document with stamp all necessary qualification related documents

Above two envelopes shall be kept in one envelope and it should be marked as

“Technical Bid” and sealed. This Outer envelope should mention the name of firm of

bidder, his address, contact details & name of the work.

17.2 The inner and outer envelopes

a) Shall be addressed to the Employer at the following address:

Assistant Manager- Central Zone,

3rd Floor, B – Wing, Sardar Patel Bhavan,

Danapith, Ahmedabad-380001.

c)Bear the following identification:

Indicate the name and address of the bidder.

• If the outer envelope is not sealed and marked as above, the Employer will assume no

responsibility for the misplacement or premature opening of the bid.

18.0 DEADLINE FOR SUBMISSION OF THE BID

18.1 Complete Bids (including Technical bid and necessary documents) must be received by

the Employer at the address specified in bid information not later than the date

indicated on the face sheet of the document. In the event of the specified date for the

submission of bids declared a holiday for the Employer, the Bids will be received up to

the appointed time on the next working day. The Bidder is further required to submit

Documents in Physical Form on or before the Bid Due Date and before the time of

submission as specified in NIT, at the following address:

Assistant Manager- Central Zone,

3rd Floor, B – Wing, Sardar Patel Bhavan,

Danapith, Ahmedabad-380001.

18.2 AMC assumes no responsibility for inability of a bidder to submit bids through (n)

procure e-tendering portal on account of delay in submission at bidder's end. Bidder

shall ensure that they submit the bid well before the "Due Date & Time of Bid-

Submission". AMC shall not be responsible if bidder is not able to submit the bid on

account of failure in network/internet connection or any other technical reason.

18.3 The Employer may extend the deadline for submission of bids by issuing an

amendment in accordance with respective Clause, in which case all rights and

obligations of the Employer and the bidders previously subject to the original deadline

will then be subject to the new deadline.

Signature of Bidder Page 10 of

Ahmedabad Municipal Corporation

18.4 All bidders are requested to see the website of (n) procure for amendment /

corrigendum if any.

18.5 Any Bid received by the Employer after the deadline prescribed in NIT will be rejected

and returned unopened to the bidder.

Any Bid received by the Employer after the deadline prescribed in NIT will be returned

unopened to the bidder.

20.0 NOTIFICATION OF AWARD & SIGNING OF AGREEMENT

The Bidder whose Bid has been accepted will be notified of the award by the Employer

prior to expiration of the Bid validity period by writing, facsimile or e-mail confirmed by

registered letter. This letter (hereinafter and in the Conditions of Contract called the

“Letter of Acceptance” will state the sum that the Employer will pay the Contractor in

consideration of the execution, completion, and maintenance of the Works by the

Contractor as prescribed by the Contract (hereinafter and in the Contract called the

“Contract Price”).

The notification of award will constitute the formation of the Contract, subject only to

the furnishing of a Security Deposit in accordance with the provisions of Clause.

The agreement will incorporate all correspondences between the Employer and the

Successful Bidder. It will be signed by the Employer and the Successful Bidder.

21.0 SIGNING OF CONTRACT AGREEMENT

21.1 The Employer and the successful bidder shall enter into a Contract Agreement within

28 days after the successful bidder (hereinafter called the Contractor) receives the

Letter of Acceptance, unless they agree otherwise, subject to furnishing the security

deposit before signing the Agreement with the Employer.

21.2 Upon issue of ‘Letter of Acceptance’ to the successful Bidder, the Employer will

promptly notify the other Bidders that their Bids have been unsuccessful and release

their Earnest Money Deposit / Bid Security.

22.0 SECURITY DEPOSIT

22.1 Within 15 days of receipt of the Letter of Acceptance, the Successful Bidder shall

deliver to the Employer a security deposit in the form of Bank Guarantee for an

amount equivalent to 5% of the Contract Price valid for the period of valid till 90 days

beyond Date of completion of work. The Security Deposit shall be payable in 10 days

(for tenders upto Rs.10.0 Lacs) or 15 days (for tenders of Rs.10.0 Lacs and above)from

date of receipt of LOA failing which interest @ 4% per annum will be charged by AMC.

22.2 The security deposit shall be in the form of a Bank Guarantee in the name of the

Employer, from Ahmedabad branch of any Banks mentioned in the clause no. 16.2 of

these tender documents.

22.3 This security deposit shall be released only after the clearance of final bill including pre

22.3 Interest @ 4 % per annum shall be deducted from contractor in case of late submission

of security deposit or late renewal of bank guarantee for the number of days delayed

for submission or discontinuity of the bank guarantee.

22.4 Bank Guarantee to be submitted in the prescribed format enclosed and shall be same

verbatim as per the format. Bank Guarantee shall be submitted on right value of stamp

paper and for correct value of contract.

Signature of Bidder Page 11 of

Ahmedabad Municipal Corporation

22.5 Failure of the Successful Bidder to comply with the requirements of Sub-Clause

shall constitute sufficient grounds for cancellation of the award and forfeiture of the

22.6 In case of any contract amendment during execution of the contract enhancing value

of the contract the BG value shall be enhanced accordingly. Validity of BG shall be

commercial terms and conditions of the tender.

22.7 All compensation or other sums of money payable by the Contractor to the Employer

under the terms of this Contract or any other contract or on any other account

whatsoever may be deducted from Security Deposit. Also in the event of the

Contractor's Security Deposit being reduced by reasons of such deductions, as

aforesaid, the Contractor shall, within 14 days of receipt of notice of demand from the

Engineer-in-Charge, make good the deficit in Security Deposit.

22.8 Should there arise any occasion under the Contract due to which the periods of

validities of Bank Guarantees as may have been furnished by the Contractor from time

to time, are required to be extended/renewed, the Contractor shall get the validity

periods of such guarantees extended/renewed, and furnish these to the Engineer-in-

Charge one month before the expiry date of the aforesaid Guarantees originally

furnished failing which the existing Bank Guarantees shall be invoked by the Engineer –

in – charge. Also in case of any deficit in securities on any account as might occur or is

noticed, the Contractor shall forthwith recoup/replace the same with acceptable

Security Deposit.

22.9 The Bank Guarantee shall be extended within the expiry dates wherever activities as

per contract are not completed in all respects.

22.10 The Security Deposit less any amount due shall, on demand, be returned to the

contractor after 45 days of completion date / Final Bill paid date which ever is later. No

interest on the amount of Security Deposit shall be paid to the Contractor at the time

of release of Security Deposit as stated above.

22.11 The successful bidder to whom ‘LOA’ has been issued shall enter into an agreement at

Employer’s office within 15 days of LOA.

23.0 Advance Payment and Security

The Employer will not provide any advance payment.

24.0 Dispute Review Expert

In case of all the disputes, decision of the Municipal Commissioner, Ahmedabad shall

be final and binding to the bidder.

25.0 LITIGATION HISTORY

The applicant should provide accurate information on litigation and/or arbitration

resulting from Contractors completed or under execution by him over last five years. If

the details of Litigation History are hidden by the Bidder and later on it comes to the

knowledge of the Employer, the Bidder shall be disqualified for the proposed work and

other appropriate actions shall be taken against the bidder.

DETAILS OF COMPLETED / ONGOING LITIGATION / ARBITRATION

Employ Value of the Reasons/Details for Remarks

Year Name of Project

er Project (Rs.) litigation/arbitration showing

Signature of Bidder Page 12 of

Ahmedabad Municipal Corporation

 The bidder shall furnish separate table for individual project.

 The above information shall be supported with necessary documents otherwise the

same shall be treat as null and void.

 A consistent history of arbitration awards? Judgments against the applicants or any

partner of a joint venture may result in disqualification for proposed work.

 If the details of litigation History is hidden by the applicant and later on it comes to

knowledge of the employer the bidder shall be disqualified for the proposed work and

other appropriate actions shall be taken against the bidder.

Seal and Signature of the Bidder Additional City

Date: Ahmedabad Municipal

Signature of Bidder Page 13 of

Ahmedabad Municipal Corporation

GENERAL CONDITIONS OF CONTRACT

1.0 Liquidated Damages

1.1 If the Contractor fails to complete the works within the original or extended time

limit, the Contractor shall pay penalty of 10% of amount of actual remaining work.

The amount of work for which the scope of contractor is reduced shall not be

considered for the calculation of Liquidated Damages.

1.2 Conditions mentioned in the AMC Finance Department Circular AMC no. 18 Date:

23/05/2017 and all latest Circulars shall be applicable.

2.0 Retention Money

2 % amount of each Running Bill shall be deducted as a Retention Money. Such

retention money shall be released in the final bill of the said work. AMC reserves

right to deduct any amount to compensate the poor performance of the contractor

i.e. poor quality or abandoned / incomplete work.

3.0 Subcontracting

3.1 Except where expressly specified in the Contract, the Contractor shall not

subcontract any portion of Work without the approval of the Employer’s

Representative. Any subcontracting shall not relieve the Contractor from any

contractual obligations or responsibility under the Contract.

3.2 The Contractor shall not be required to obtain consent for a subcontract for which

the name of the subcontractor and scope of works activities to be performed by

him is already stated in the contract or supply of material or engagement of labour.

4.1 The Contractor shall employ the key personnel named in the Schedule of Key

Personnel as referred to in the Bid document to carry out the functions stated in

the Schedule or other personnel approved by the Engineer. The Engineer will

approve any proposed replacement of key personnel only if their qualifications,

abilities, and relevant experience are substantially equal to or better than those of

the personnel listed in the Schedule.

4.2 If the Engineer asks the Contractor to remove a person, without assigning reasons

thereof, for his misconduct or inadequacy of technical skills and experience, who is

a member of the Contractor’s staff or his work force, the Contractor shall ensure

that the person leaves the Site within seven days and has no further connection

with the work in the Contract.

4.3 No residential accommodation is allowed at the site of work. The labour huts shall not

be erected on the site of work and contractor shall make his own arrangements to

provide such accommodations as per the rules of the local bodies. He shall make his

own arrangements for housing, stores, field office etc. He shall submit a site layout

plan indicating the location of various site facilities to be created by him at his cost

for the execution of work. The Owner shall in no way be responsible for any delay

on this account and no claim on this account whatsoever shall be entertained. All

Basic amenities shall be provided by the Contractor to Labours as per the prevailing

Signature of Bidder Page 14 of

Ahmedabad Municipal Corporation

5.1 The Contractor shall have full regard throughout execution, completion and defects

liability period to following safety aspects and shall take all necessary steps to

ensure that danger to safety is avoided all the time in respect of,

Safety of the works

• Safety of the Contractor’s employees and all the persons directly or indirectly

engaged by him for the works

• Safety of all the employees including persons working on other contracts of

Employer at the same site of the Employer and Engineers employees engaged at

• Any authorized third party persons on the site.

• Contractor’s plant and equipment

5.2 The Contractor shall provide and maintain at his costs all lights, guards, fencing,

warning signs, barricading, and cones; when and where necessary, or required by

Engineer in Charge or by any duly constituted authority for the protection of the

works or for the safety and convenience of the public or other.

5.3 The Contractor shall take all reasonable steps to protect the environment on and

off the site and avoid damage or nuisance to persons or property of the public and

others arising as a consequence of his method of operation.

5.4 The Contractor shall maintain in good condition all work throughout execution,

completion, and defects liability period. The contractor shall be responsible for and

to make good all injuries, damages and repairs, rendered necessary by fire, rain,

traffic, floods or other causes.

5.5 All the scaffolding work, wherever required for the execution of work, shall be

provided by the contractor. Nothing extra shall be payable on this account. It shall

be provided strictly with double scaffolding system with all the accessories etc. with

adjustable suitable working platforms to access the areas, with ease for working

and inspection. It shall be designed to take all incidental loads. It should cater to the

safety features for workmen. It shall be ensured that no damage is caused to any

structure due to scaffolding.

5.6 All temporary warning/ caution boards display shall be provided and displayed

during day as well as night time by the contractor, wherever required and as

directed by the Engineer.

5.7 Arrangement of temporary water and electricity and telephone connection

required, by him, shall be made by the Contractor at his own cost and also

necessary permissions directly from relevant Owners shall be obtained by him

under intimation to the Owner. Also all initial and running charges and security

deposit, if any in this regard shall be borne by him. The Contractor shall abide by all

the rules/ bye laws applicable in this regard and he shall be solely responsible for

any penalty on account of violation of any of the rules and byelaws in this regard.

5.8 In any case if any fatal accident (major or minor) occurs due to poor safety

precautions, the same shall be completely contractor’s responsibility. All the losses

due to such accidents and expenses of legal matters shall be borne by contractor.

5.9 The Contractor shall be responsible for maintenance and watch and ward of the

complete installation and shall also be responsible for any pilferage, theft, damage,

penalty etc. in this regard. The Contractor shall indemnify the Owner against any

claim arising out of pilferage / theft, damage, penalty etc. whatsoever on this

Signature of Bidder Page 15 of

Ahmedabad Municipal Corporation

5.10 The Contractor shall depute Site Engineer & skilled workers as required for the

work. Necessary protective and safety equipments shall be provided to them by the

Contractor at his own cost and used at site.

6.0 Contractor to keep site clean:

During the execution of the work, the Contractor shall keep the site clean. All

wreckage rubbish, excess materials, temporary works no longer required will be

removed from site immediately.

7.0 Clearance of site on completion:

The Contractor shall clear away and remove all Contractors equipment, surplus

materials, rubbish, temporary works of every kind.

A. COST CONTROL

8.0 Bill of Quantities

a.The schedule-B shall contain Memorandum showing items for the construction,

installation, testing, and commissioning work to be done by the Contractor.

b. The quantities stated in the schedule B are estimated quantities. The Contractor

shall be paid only quantities calculated after taking measurements of executed

work. The rate stated in the schedule B for each item of work shall apply. The works

shall be measured by the Contractor jointly with the authorized representative of

the Engineer and all particulars required by the representative of the Engineer shall

be supplied by the contractor.

c. The work shall be measured net. No allowance for general or local custom, working

space etc. is to be made.

9.1 The Engineer in Charge shall have power to make any variation of form, quality or

quantity of the works or any part thereof that may, in his opinion, be necessary and

for that purpose, or if for any other reason it shall, in his opinion, be appropriate, he

shall have the authority to instruct the Contractor to do and the Contractor shall do

any of the following:

 Increase or decrease the quantity of any work up to any extent included in the

 Omit any such work,

 Change the character or quality or kind of any such work,

 Execute additional work of any kind necessary for the completion of the Works or

 Change any specified sequence or timing of construction of any part of work.

9.2 No such variation shall in any way vitiate or invalidate the contract, but the effects,

if any, of all such variations shall be valued in accordance with the following sub

clauses. Provided that where the issue of an instruction to vary the Works is

necessitated by some default or breach of contract by contractor or for which he is

responsible, any additional cost attributable to such default shall be borne by the

9.3 The Contractor shall not make any such variation without an instruction of the

Engineer. No instruction is required for quantities varying from those provided for

the items in the contract schedule B.

10.1 The basis for the valuation of variations for addition to the Contract Price shall be as

follows in the same order of priority.

Signature of Bidder Page 16 of

Ahmedabad Municipal Corporation

a) Variations in the quantities of work in schedule of quantities shall not vitiate the

b) The contractor shall be bound to execute extra items of work as directed by the

Engineer-in-charge.

c) Contract unit rates for individual items shall apply to varied quantities where there

is a quantity variation.

d) The price variations on extra item will not be given.

e) In case of other non tender items following procedure shall apply.

10.2 If any extra item crops up during the progress of work the same shall be carried out

by the Contractor and he shall be paid at the rate fixed by Employer which shall be

fixed as lowest of the rates derived by rate analysis based on the following three

methods. , the priority of the documents forming the Contract shall be as follows:

(i) If the extra item is included in the S.O.R. of Road & Building Department, Year

2021-22, the rate of extra item shall be that rate and premium (above or below)

quoted by contractor.

(ii) Rate analysis based on prevailing Govt. of Gujarat’s SOR rates.

(iii) Rate analysis based on current market rates. This shall be based on

 The material costs, the labour costs, the cost of use of all plant, machinery and

equipment, the cost of all temporary and incidental works, the overheads and the

Contractors profit.

 The overheads shall be taken at 5 % of the sum of material costs, the labour costs,

the cost of use of all plant, machinery, and equipment, the cost of all temporary

and incidental works.

10.3 In case of the rate is to be derived from prevailing market rate, the Contractors

profit shall be taken at 10 % of the final rate derived.

10.4 In the event of disagreement, the Engineer in Charge shall fix such rates and prices

as are, in his opinion appropriate and shall notify the Contractor accordingly with a

copy to the Employer.

10.5 The Engineer shall determine provisional rates and prices to enable on account

payments to be included in the Interim Payment Certificates, until rates and prices

are agreed as final by the Employer, the Contractor, and the Engineer.

10.6 The Contractor shall not be entitled to additional payment for costs, which could

have been avoided by giving early warning.

11.1 Payments shall be adjusted for deductions for advance payments, retention, other

recoveries in terms of the contract and taxes at source, as applicable under the law.

The Employer shall pay the Contractor the amounts certified by the Engineer.

11.2 If an amount certified is increased in a later date certificate due to corrections in

previous certificates or as a result of an award from disputes review experts,

Contractor shall be paid such amount only. The Contractor shall not be paid any

interest upon such delayed payment.

11.3 Items of the work for which no rate or price has been entered in will not be paid for

by the Employer and shall be deemed covered by other rates and prices in the

11.4 All payments shall be made in Ahmedabad.

12 Taxes and duties

12.1 The rates are inclusive of all the prevailing taxes and duties of the Central, State and

Signature of Bidder Page 17 of

Ahmedabad Municipal Corporation

Local Governing bodies prevailing on the date of award of the contract. The

Contractor will have to pay all such taxes and duties for the performance of this

Contract. The Employer will deduct from the Contractor’s monthly and other

payments all taxes and duties, which he is bound to recover in accordance with the

applicable law.

12.2 The Contractor shall keep himself fully informed of all acts and laws of the Central &

State and local Governing bodies, all orders, decrees of bodies, tribunals having any

jurisdiction or authority which in any manner affect those engaged or employed,

and anything related to carrying out the work. All the bye-laws lay down by

AMC/AUDA and any other local bodies while executing the work shall be adhered

to. All taxes of local bodies shall be borne by the contractor. The Contractor shall

arrange to give all notices required by any authority and to pay to such authority all

the fees that may have to be paid for the material, plants, equipments etc. The

Contractor shall also adhere to all traffic restrictions notified by the local

authorities. He shall protect and indemnify the Owner and its officials & employees

against any claim or liability arising out of violations of any such laws, ordinances,

orders, decree, whether by himself or by his employees or his authorized

representatives. Nothing extra shall be payable on these accounts.

13.0 Labour Welfare Cess

As per circular No. GHR/2005/04/CWA/2004/841/M-3 dt. 3/1/05 and G.R. No.

CWA/2004-1831-M(3) dt. 9/12/05 issued by G.O.G. (non-refundable) shall be

deducted from every bills which shall be deposited to Govt. Labour Department for

Labour welfare fund.

14.0 Currencies

All payments shall be made in Indian Rupees.

15.0 Advance Payment

No Advance Payment shall be made.

16.0 Cost of Repairs

Loss or damage to the Works or Materials to be incorporated in the Works between

the Start Date and the end of the Defects Correction periods shall be remedied by

the Contractor at the Contractor's cost if the loss or damage arises from the

Contractor's acts or omissions.

B. FINISHING THE CONTRACT

17.0 Completion

The Contractor shall request the Engineer to issue a Certificate of Completion of the

Works and the Engineer will do so upon deciding that the Work is completed.

18.0 Termination

18.1 The Employer shall be entitled to terminate the contract if the contractor:

(a) Fails to carry out any obligation under the contract.

(b) Without reasonable excuse fails –

Signature of Bidder Page 18 of

Ahmedabad Municipal Corporation

1. To commence the works on site within the period stated in the Appendix to Bid

after receipt by him of a Notice to this effect from the Engineer/Employer after

signing the agreement or

2. To proceed with the works, or any section thereof, within 28 days after received

3. Has failed to comply with a notice issued or an instruction issued within 28 days

after having received.

4. Abandons the works or otherwise plainly demonstrates the intention not to

continue performance of his obligation under the contract.

5. Sub-contracts the works or assigns the contract without the specific prior written

permission of the engineer.

6. Has failed to furnish the required securities or extension thereof in terms of the

7. Becomes bankrupt or insolvent, goes into liquidation, has a receiving or

administration order made against him, compounds with his creditors, or carries on

business under receive, trustee or manager for the benefit of his creditors, or if any

act is done or event occurs which (under applicable Laws) has a similar effect to any

of these acts of event.

18.2 In any of these events or circumstances, the Employer may, upon giving 14 days

notice to the contractor, terminate the contract and expel the contractor from the

site. However, in the case of sub-paragraphs (h), the Employer may be notice

terminate the contract immediately.

18.3 The Employer’s decision to terminate the contract shall not prejudice any other

rights of the Employer, under the contract or otherwise.

18.4 After termination, the Employer may complete the works and/or arrange for any

other entities to do so. The Employer and these entities may then use any goods,

contractor’s documents and other design documents made by or on behalf of the

18.5 The Employer or the Contractor may terminate the Contract if the other party

causes a fundamental breach of the Contract.

18.6 Fundamental breaches of Contract include, but shall not be limited to the

(a) the Contractor stops work for 14 days when no stoppage of work is shown on the

current Program and the stoppage has not been authorized by the Engineer;

(b) the Employer or the Contractor is made bankrupt or goes into liquidation other

than for a reconstruction or amalgamation;

(c) The contractor fails to fulfill requirements;

(d) the Engineer gives Notice that failure to correct a particular Defect is a fundamental

breach of Contract and the Contractor fails to correct it within a reasonable period

of time determined by the Engineer;

(e) the Contractor does not maintain a security which is required;

(f) the Contractor has delayed the completion of works by the number of days for

which the maximum amount of liquidated damages becomes payable as defined in

the Contract data;

(g) if the Contractor, in the judgment of the Employer has engaged in corrupt or

fraudulent practices in competing for or in the executing the Contract.

(h) For the purpose of this paragraph: “corrupt practice” means the offering, giving,

receiving or soliciting of anything of value to influence the action of a public official

in the procurement process or in contract execution. “Fraudulent practice” means a

misrepresentation of facts in order to influence a procurement process or the

execution of a contract to the detriment of the Borrower, and includes collusive

practice among Bidders (prior to or after bid submission) designed to establish bid

Signature of Bidder Page 19 of

Ahmedabad Municipal Corporation

prices at artificial non-competitive levels and to deprive the Borrower of the

benefits of free and open competition.”

18.7 When either party to the Contract gives notice of a breach of contract to the

Engineer for a cause other than those listed above, the Engineer shall decide

whether the breach is fundamental or not.

18.8 Notwithstanding the above, the Employer may terminate the Contract for

18.9 If the Contract is terminated the Contractor shall stop work immediately, make the

Site safe and secure and leave the Site as soon as reasonably possible and handover

the site to the Employer including all materials and plant and equipment existing

19.0 Contractor's own responsibility

The contractor is to set out and level the works and will be responsible for the

accuracy of the same. He shall also be responsible for the correctness of the

positions, levels, dimensions, and alignment of all parts of the structures as per

instructions given to him. If at any time any error shall appear during the progress

of any part of the work, the contractor shall at his own expense rectify such error if

called upon to the satisfaction of the Engineer in charge.

20.0 Overpayment & Underpayment

20.1 Whenever any claim Fifths payment of a sum to the Municipal Corporation arises

out of or under this Contract against the contractor the same may be deducted by

the Municipal Corporation from any sum then due or which at any time thereafter

may become due to the contractor under this contract and failing that under any

other contract with the Municipal Corporation or from any sum due to the

contractor with the Municipal Corporation (which may be available with Municipal

Corporation), or from his retention money, or he shall pay the claim on demand.

The Municipal Corporation reserves the right to carry out post payment audit and

technical examination of the final bill including all supporting vouchers, abstracts,

20.2 The Municipal Corporation further reserves the right to enforce recovery of any

over payment when detected notwithstanding the fact that the amount of the final

bill may be included by the Contractor.

20.3 If as a result of such audit and technical examination any over payment is

discovered in respect of any work done by the Contractor or alleged to have been

done by him under the contract, it shall be recovered by the Municipal Corporation

from the contractor by way of all the means prescribed above or if any under

payment is discovered by the Municipal Corporation, any amount due to the

contractor under this contract or under payment may be adjusted against any

amount then due or which may at any time thereafter become due before payment

is made to the contractor from him to the Municipal Corporation on any other

contract account whatsoever.

21.0 Materials obtain from dismantling

If the contractor, in the course of execution of work is called upon to dismantle any

part for reasons other than on account of bad or imperfect work, the materials

obtained from dismantling will be the property of the A.M.C. and will be disposed of

as per instruction of Engineer-in-charge in the best interest of the A.M.C.

Signature of Bidder Page 20 of

Ahmedabad Municipal Corporation

22.0 Dispute to be referred to Arbitrator

The disputes relating to this contract, so far as they relate to any of the following

matters, whether such disputes arise during the progress of the work or after the

completion or abandonment thereof, shall be referred an independent Arbitrator

appointed by AMC as far possible in consultation with the agency if it is necessary

and such disputes shall be settled in accordance with the arbitration and

conciliation Act.

(i) The rates of payment under clause 5 for any tools, materials and stores, in or

upon the works of the site thereof or belonging to the contractor or procured by

him and intended to be used for execution of the work or any part thereof

possession of which may have been taken by the Engineer-in-charge under the said

(ii) The reduction in rates made by the Engineer-in-charge under clause 9 from the

items of works not accepted as completed fully in accordance with the sanctioned

specifications.

(iii) The rate of part of payment for any class of work which is included in the

additional or altered work carried out by the contractor in accordance with the

instructions of the Engineer-in-charge under clause 14 and the rates for which is to

be determined under the said clause

(iv) The rates of payment for materials already purchased or agreed to be purchased

by the contractor before receipt of notice given by the Engineer-in-charge under

clause 15 and/or amount of compensation payable to the contractor under the said

clause for loss in respect of such materials.

(v) The amount of compensation which the contractor shall be liable to pay under

clause 17 in the event of this failure to rectify, remove or reconstruct the work

within the period specified in the written intimation or the amount of expenses

incurred by the Engineer-in-charge under the said clause17 in rectifying, removing

or re-executing the work or in removing and replacing the materials or articles

(vi) The reduction of rates as may be fixed by the Engineer-in-charge under clause

for the inferior work or materials as accepted or made use of.

(vii) The amount of compensation payable by the contractor for damages as estimates

and assessed under clause

(viii) The amount payable to the contractor for the work carried out under clause 33 in

accordance with the instructions and the requirement of the Engineer-in-charge in

case where there are no specifications.

(ix) The awards declared by the arbitrator shall be speaking award giving reasons and

calculations to every item of claims. The decision will have to be implemented by all

(x) In case of dispute leading to the contractor or Ahmedabad Municipal Corporation

approaching on Court of Law. It shall be within the jurisdiction where the site of

work is situated.

The reference to arbitration proceeding under this clause shall not:

i) Entitle the contractor to stop the Affect the right of the Engineer-in-charge under

clause 5 to take possession of all or any tools, plants, materials and stores in or

upon the works of site thereof belonging to the contractor or procured by him and

intended to be used for the execution of the work or any part thereof.

ii) Preclude the Engineer-in-charge from utilizing the materials purchased by the

contractor in any work or from removing such materials to other places, during the

period the work is stopped or suspended in pursuance, of notice given to the

contractor under clause

Signature of Bidder Page 21 of

Ahmedabad Municipal Corporation

iii) Progress of the work or the carrying out the additional or altered work in

accordance with the provisions of clause 14 or as the case may be, of clause

23.0 Drawings and Photographs of the Works

23.1 The contractor shall do photography/ videography of the site as and when asked by

AMC. No separate payment will be made to the contractor for this. . The contractor

shall have to submit the same in hard copy as well as soft copy as and when

demanded by the AMC.

23.2 No photograph of the works or any part thereof or plant employed thereon, except

those permitted under clause 59.1, shall be taken, or permitted to be taken by the

Contractor or by any of his employees or any employees of his sub-Contractors

without the prior approval of the Engineer in writing. No photographs/ videography

shall be published or otherwise circulated without the approval of the Engineer in

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 22 of

Ahmedabad Municipal Corporation

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Signature of Bidder Page 23 of

Ahmedabad Municipal Corporation

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(8) y:- xuLzh hsw fh<tk vnujt Ftm fhelu xuLzhbtk œNtoJuj mwaltytulwk vtjl fhJtbtk ytÔgw lrn

ntug <tu xuLzh ybtLg dKJtbkt ytJNu <ule ltuk^ juJt rJlk<e Au. J¤e yt Vtubolwk bwFv]ƒ

ylu ftuLx[tfxhtult btdoœNol btxu mtbtLg rlgbtu ylu mwaltytu vK ft¤SvwJof JtkaJt

(1) ftuEvK fthK œNtoÔgt rmJtg ftuEvK fu c^t xuLzhtu yMJefthJtltu n¬ yctr^< hnu Au.

(h) xuLzhhu ctujvtuELx vullt c>ju NtneJt¤e vul&e Chujt xuLzhtu ðþkh< s ybtLg dKJtbtk

c:- Wvhle ctc<tu Wvhtk< xuLzh leault mkstudtubtk <h< ybtLg XhJtlu vtºt &Nu.

(1) xuLzh Chlth, rlg< ftb y&Jt ftb btxu bkswh fhuj y&Jt CtJ vºtflt ftuR ftuz y&Jt

vîr< y&Jt rJd<tubtk bwfuj Nh< y&Jt mw^thtbtk ftuR VuhVth mwaJ<t ntug.

(h) xuLzhlwk ftuR vtlwk fu vtlt ftZe ltkÏgwk/ltkÏgt ntug fu cœÕGþ / cœÕgt ntug.

(3) c^t mw^tht J^tht y&Jt atukxtzuje ftvjeytu Wvh xuLzh Chlthu xwkfe mne l fhe ntug.

(4) xuLzhbtk <ubKu ftuR AufAtf fhe ntug, ylu

(5) xuLzh Chlth y&Jt vuZele ctc<btk œhuf Ctdeœth y&Jt <u ykdulwk bwFðgthltbwk

^htJlth Ôgrf< mne l fhu y&Jt xuLzhbt <u btxu htFJtbtk ytJuje søgtbtk mne/mneytu

Wvh ftuR mtûteyu mtF fhe l ntug.

f:- Nh<e xuLzh MJefthJtbtk ytJNu lne.

z:- xuLzh MJefthJw, hœ fhJw, ftulu ytvJw ylu fgt CtJ&e ytvJw <u ykdu Bgwrl. frb§h©eltu

rlKog ytFhe hnuNu. ftuR fthKmh stu ftuLx[tfxhlu ftb l ytve Nftg <tu <u ykdu

ftuLx[tfxh ftuRvK «fthltu lwfNtle fu J¤<hltu nff œtJtuu fhe NfNu lrn fu ftgœtfeg

ftgoJtne yt ykdu &R NfNu lrn. xuLzh bkswh &gtltu y&o ftb ytve œuJtLþk Au <uJtu &R

NfNu lrn.Nh<e xuLzh MJefthJtbtk ytJNu lne.

(9) rJmkdr< ylu rnmtc stud:

nt& ^hJtlt ftbtule ctc< œNtoJ<t CtJ vºtfbtklt sÚ&t ylu hfble ftuRvK

Cwjawf leault rlgbtu ylwmth mhCh fhJtbtk ytJNu.

Signature of Bidder Page 24 of

Ahmedabad Municipal Corporation

(1) xuLzh Chlthu œhuf Ftltbtk sKtJuj Nçœtu ylu ytkfzt Jåau ftuR ymkdr<lt fumbtk

Nçœtuubtk sKtJuj hfb btLg htFJtbtk ytJNu.

(2) yufb œh ylu sÚ&tlt Ftuxt dwKtfthlt fthKu ftble ctc<tu œNtoJ<e CtJ vºtflt

Ftltbtk&e hfbbtk Cwj sKtg <tu yufb œh btLg htFJtbkt ytJNu ylu œhlt yt^thu

dwKtfth mw^thJtbkt ytJNu.

(3) yufblt Ftltbtk&e <ubs ytd¤ Fuka<t mhJt¤tle <btb Cwjtu mw^thJtbkt ytJNu.

(4) ctc<tu y&Jt mhJt¤t mtbu vwhu ytkfzu fhuj ftuR vK ctc< ægtlbtk juJtbtk ytJNu lrn.

(10) y:- ftbltu «tud{um mbgbgtoœt bwsc fhJtltu hnuNu. yt mbgbgotœt 10 jtF mw^elt ftb btxu

yuj.ytu.ytR. ytÃgt <theF&e 10 rœJm <&t 10 jtF &e Wvhltk ftb btxu yuj.ytu.ytR.

ytÃg <theF&e 15 rœJm&e NY &guj dKJtbt ytJNu. <&t <u œhBgtl ftble 3% juFu zevtuÍex

Che fhthvºt fhJtltu hnuNu.

xuLzhbtk ftuLx[t¾xh îtht Chujt CtJ <btb «fthlt su <u «J<o<t mhfthe xuût

mrn<lt CtJ dKJtbtk ytJNu. ylu <ubtk atjw ftb œhBgtl su ftuR VuhVth &Nu <ultu

J^thtu awfJJtbtk ytJNu lrnk.

c:- mûtb m•tt îtht xuLzhle bkswheltu XhtJ vtzgt ctœ (LOI) ytvJtbtk ytJNu ðgth ctœ

rœl - 10 btk rm¾gtuhexe zevtuÍex sbt fhtJJtle hnuNu. rm¾gtuhexe zevtuÍex btuze

ChJtlt rfMmtbtk Bgwrl.ftuvtuohuNlbtk «Joðbtl rlgb ylwmth ftgoJtne fhJtbtk ytJNu.

f:- bkswh &guj xuLzhle mbgbgtoœtbtk ftbdehe vqKo l &tg <tu bubtuhuLzb (ltuxem RLJtRxuz

xuLzh) btk sKtJuj «btKu bkswh &guj mbgbgtoœt ctœlt FhuFh ctfe ftble hfblt

bn•tb 10% juFu (jefJezexe zubuSm) vulÕxe Jmwj fhJtbtk ytJNu.

z:- yu.yth.me. xuLzhbtk bkswh &guj sw>t sw>t yk>ts vifelt ftbtu Jfo ytuzoh b¤u&e NY

E:- yu.yth.me. xuLzhbtk yjd yjd ykkœtsle bkkswhe bégu&e btºt rmJej ftbdehelt ftb

«btKu yk>ts hfb Bþsc mbgbgto>t dKtNu.

(1) Yt.1,00,000.00 Mþ^elt ftbtu btxu 02 btm

(h) Yt.3,00,000.00 Mþ^elt ftbtu btxu 03 btm

(3) Yt.5,00,000.00 Mþ^elt ftbtu btxu 04 btm

(4) Yt.5,00,000.00 &e Wvhlt ftbtu btxu 06 btm

(11) y:- awfJKe:-

xuLzh Chlthu yu Jt< mbS juJtle hnuNu fu <uKu xtkfujt œh vwhtk &gujt ftb btxult Au ylu

<ubtk bswhe, vtjF, ÃjtLx, œuFhuF, mhJem-ftbdehe, Jes¤e, htugÕxe ylu ytufx[tug

Jduhu ykNu <btb Faoltu <&t sYh sKtg <tu ylu ðgthu ht<vt¤elt ftblu juJt c^t

J^thtlt Faoltu mbtJuN &Nu ylu xtkfujt CtJ fu œh fh<t J^thtle ftuR awfJKe ykdult

<ublt ftuR œtJt ægtlbtk juJtNu lnek ylu xuLzh Chlth Ftuxe hswyt<lu fthKu y&Jt ftuR

Signature of Bidder Page 25 of

Ahmedabad Municipal Corporation

Ôgrf<yu (vAe<u ctk^ftb rJCtdltu fboathe ntug fu l ntug) <ublu ytvuje btne<elu

yt^thu vtA¤&e ftuR œtJt hsw fhJt nfœth hnuNu lnek. <ublw xuLzh ChJt <&t <ubtk swœt

swœt CtJ ylu œh ChJt btxu sYhe yuJe <btb btne<e vtu<tlt vûtu l bu¤Je NfJtlu

fthKu vtu<u xuLzh hsw fhJtlu je^u y&Jt <ubtk&e WCt &<t ftuR stuFb fu sJtcœthebtk&e

Axfe NfNu lnek. mœh ftbbtk ftuR vK ò<lt ctk^ftblt bxehegj Wvh CtJ J^thtu

ytvJtbtk ytJNu lrnk.

c:- ftuLx[tfxhtulu vubuLx / hlekd cej Bgwrl. frb§h©elt su <u «J<obtl rlgb bwsc fhJtbt

ytJNu. <&t Bgwrl. frb§h©e/mexe Rsluh©e lt su <u JF<ltk mh¾gwjh «btKu

ftbdehe/ybj fhJt rcl Nh<e ckDlf<ot hnuNu.

f:- ftuLx[t¾xhlt œhuf hlekd cejbtk&e ftuLx[t¾xhlu awfJJtle &<e fwj hfb Wvh (xuLzh

bwsclwk vubuLx + yu¾x[t ytRxb) 2 % juFu hexulNl ble ftvJtbtk ytJNu su VtRlj

cejbtk vh< ytvJtbtk ytJNu.

z:- htsg / fuL÷ mhfth©elt JF<tuJF<lt ftgœt bwsc su ftuR hfble fvt< fhJtle &Nu <u

bwsc ftuLx[tfxhlt cejbtk&e fvt< fhJtbt ytJNu.

(12) yu:- fhth mkc^e œM<tJustu fhthlt ydðglt Ctd dKtNu ylu <u mD¤t mne<lt fhth mbd{

ftblu jtdw vzNu.

ce:- xuLzhbtk œNtoJuj ftb mkck^e œM<tJusbtk œNtoJuj rJd<btk rJmkd<<tlt rfMmtbtk leau

œNotJuj ¢btlwmth œM<tJusbtk œNtoJuj rJd< d{tng htFJtbkt ytJNu.fhth mkc^e

œM<tJustu fhthlt ydðglt Ctd dKtNu ylu <u mD¤t mne<lt fhth mbd{ ftblu jtdw

(yu) yufb ylu fœ:-

(2) xuLzh VtuboLþk CtJvºtf

(3) MvuNeVefuNl

z[tu#dbtk fœ, ytfth, ytkfzt fœta Ftuxt ntug <tu btvujt fœ, ytfthlu yLþmhÔþk

(2) xuLzh Vtubole yLþMþra-ce

(3) MvuNeVefuNl

Cwj Chujt fu Ftuxt JKollt rfMmtbtk yt mkck^e Wvhefûttyu rJmkd<<t ykdule

ltuk^ bwfe yuze.mexe yuLSlegh / zu.BGþrl.frbNlh©ele bkswhe bu¤JJtbtk ytJNu ylu <u

bwsc fhJtbkt ytJuj rlKog ykr<b dKJtbkt ytJNu.

(13) xuLzhhu z[tuRkd fu MvuNeVefuNlbtk hnuje ftuR ûtr< fu Ftbeltu duhjtC juJtle fturNN l fhJe

ylu Rsluh Rlatsuo Ãjtl <&t MvuNeVefuNlle ûtr<ytu mw^thJe <&t <ulwk mtawk y&oDxl

Signature of Bidder Page 26 of

Ahmedabad Municipal Corporation

(14) yt Wvhtk< y.Bgw. ftuvtuo. lt slhj ftuLx[tfx fLzeNl vK btLg htFJle hnuNu.

(15) yufe JF<u yuf fh<t J^w søgtytuyu ftb NY fhJtltu Jfo ytuzoh b¤u <tu ftb yuf mt&u s

c^u NY fhJw vzNu.

(16) atjw ftbu mrJom jtRllu lwfNtl l &tg <u he<u ftb fhJtlw hnuNu. stu ftuR mrJom jtRllu

lwfNtl &Nu <tu <ule mkvwKo sJtcœthe (òlbtj) ftuLx[tfxhle vtu<tle hnuNu. mtRx Wvh

ftb œhBgtl bswhtu fu sl<tlt ftuR btKmlt òlbtj lu lwfNtl &tg <ule sJtcœthe

ftuLx[tfxhle hnuNu. vtujem Vrhgtœ &tg <tu <ule sJtc>the vK ftuLxtfxhle hnuNu. CuFz

Dme l vzu <ule sJtc>the vK vtujem Vrhgtœbt ftuLx[tfxhle hnuNu. CuFz Dme l vzu <u

btxu mjtb<elt vdjt (suJt fu œtuhzwk ctk^e bswh Ftztbtk W<thJt, mtuhekd ylu Mx[xekd

fhJt rJduhu) je^t Jdh bsqhlu Ftztbtk W<thNu <tu ftuLx[tfxh s vtujem Vrhgtœbt

sJtcœth hnuNu ylu Bgwrl.ftuvtuohuNlltu ftuRvK MxtV ytlt btxu sJtcœth hnuNu lrn.

ytxjwk mbSlu s xuLzh ChJwk. œhuf ftb fh<t bswhtultu rJbtu vK W<thujtu ntuJtu stuRyu.

(17) bxehegÕm fu ceò xuMxed hevtuxo ftuLx[tfxhu vtu<tlt Fauo ftuvtuohuNl sKtJu <u søgtyu

fhtJJtlt hnuNu. bxehegÕm jtJJt fu jR sJtltu mkvwKo Fao ftuLx[tfxhu CtudJJtltu

hnuNu.<&t atjw ftb œhBgtl yuLSlegh Rlatso îtht ybœtJtœ Bgwrlmevj ftuvtuohuNlle

buxjzuvtu jucbtk xuMxekd fhtJJt sKtJJtbtk ytJu <tu ftuLx[t¾xh îtht <ulw vtjl fhJtlw

(18) M&¤ vrhrM&r< / sYhegt< bwsc ftb fhtJ<t xuLzhlt ytRxblt sÚ&tbtk J^ ^x &tg <tu

rlgb ylwmth <u ykdu ftb fhJt ftuLx[tfxh ck^tgujt Au.

(19) mtRx vh jtJJtbtk ytJuj btj mtbtl hesufx fhJtbt ytJu <tu <whk< rœl 1btk vh< jR

sJtltu hnuNu. yLg&t <ule lwfNtlle sJtc>the ftuLx[tfxhle hnuNu.

(20) ftuLx[tfxhlu su ftuLx[tfx ytvJtbtk ytJu Au. <ubt mhfth©elt «Joðbtl rlgb bwsc

ve.yuV/juch yufx <&t bswhtu <&t MxtVle Jebt vtujeme jElu <ult ftgœtlw vtjl

fhJtlwk hnuNu <&t yt ykdu Bgwrl.ftuvtuohuNl îtht su btne<e btkdJtbtk ytJu <u ytvJtle

hnuNu. bu.BGþrl.frbNlh©elt mh¾âwjh Bþsc sYhe ctknu^he vºtf ytvJtLþk hnuNu.

(21) ftuRvK ftgœtfeg jexeduNl ybœJtœ Nnuhle ftuxobt hnuNu.

(22) btj su <u Mxtumo Wvh y&Jt mtRx Wvh jtuftulu lz<h l &tg <u he<u mwalt bwsc

W<thJtltu <ubs dtuXJJtltu hnuNu.

(23) ftuR vK mhfthe fhJuht ChJtle <btb sJtcœthe ftuLx[tfxhle hnuNu.

(24) ftuLx[tfxh îtht xuLzhbt œNtoJuj MveNeVefuNl bwsc MxtLzzo bxehegÕm MvuNeVefuNl bwsc

jtJJtlt hnuNu.<&t xuMxekd fhtJJtlwk hnuNu.<&t y ykdu «Joðbtl Bgwrl.ftuvtuohuNlt

rlgbtulw vtjl fhJtlw hnuNu.

(25) yt xuLzhbtk stu ftuR ytRxb hne dR ntug <tu <u y&Jt M&¤ M&e<e bwsc xuLzhbtk mbtJuN

l ntug <uJe J^thtle ftbdehe fhJtle &tg <uJt rfMmbtk Bgwrl.ftuvtuohuNlt «Joðbtl rlgb

ylwmth J^thtle ytRxblt CtJ lffe fhJtbtk ytJNu ylu <u bwsc awkfJKe fhJtbtk

Signature of Bidder Page 27 of

Ahmedabad Municipal Corporation

(26) atjw ftb œhBgtl «tuxufNlle mkvwKo sJtcœthe ftuLx[tfxhle hnuNu. subtk vevzt, œtuhzt

Cgmwaf ctuzo, ÃjtMxef vèe, rJ. ftuLx[tfxhu jtJJtlwk ylu mtaJJtlwk hnuNu. ylu ftuRvK

yfMbt< &Nu <tu <ule mkvwKo sJtc>the ftuLx[tfxhle hnuNu.

(27) M&¤ Wvh atjw ftbdehe œhBgtl ftb fhlth ftuLx[tfxhlt bswh / fboathe y&Jt yLg

Ôgrf<lt yfMbt<lt rfMmbtk juch yufx bwsc fhJtle &<e ftgoJtne <&t vtujem

ftgoJtnele sJtc>the ftuLx[tfxhle hnuNu.

(28) stu MxtV mqalt ytvu <u bwsc mwalt vtu&e ftuLx[tfxhu htFJtle hnuNu. <ubtk œhhtus fhuj

ftbdehe <&t yr^ftheytuyu ftb mw^thJt fu «tud{um J^thJtlt ltuk^ fhuj ntug <tu <ulwk

ftuBÃjtgLm ytvJtlwk hnuNu ytJe ltu^lt sJtc l &gu fu <u «btKu M&¤ Wvh ybj l &gu

ftuLx[tfxhlu vulÕxe fhJtle m•tt yuze.mexe yuLSlehgh©elu hnuNu.

(29) œhuf ytRxblt MvuNeVefuNl ybœtJtœ Bgwrlrmvj ftuvtuohuNlltk bkswh &guj <&t btLg

htFuj MvuNeVefuNl Nh<tu bwsc hnuNu su ytRxbbtk MvuNeVefuNl l ntug <uJt mkstudtubtk

yuze.mexe.yuLSlegh©eltu rlKog ytFhe hnuNu.Jtuxhekd fhJtbtk lrn ytJu fu œhhtus

J^thtltu zucheÍ WvtzJtbtk lrn ytJu <tu ftuLx[tfxhlt Fauo ylu sutFbu Jdh ltuxemu

Jtuxhekd fhtJJtbtk <&t zucheÍ WvtzJtbtk ytJNu ylu cejbtk&e hfb ftve juJtbtk

(30) juch JuÕVuh Vkz btxu ntjbtk htsg mhfth©eyu fhuj nwfb bwscle hfb cejbtk&e ftve

(31) atubtmtltu vehegz <t.15 swl &e 14 ytufxtuch Mþ^eltu dKJtbtk ytJNu. yt mbg

œhBgtl ftuLx[tfxh îtht ftbdehe fhe Nftg <ub l ntug <tu <u Bþscle xtEb jebex J^the

ytvJtbtk ytJNu.

(32) muÕm xuût / Jux lkch / ve.yuV. ftuz lkch / vtl lkch / S.yum.xe. lkch rJduhu ftuLx[t¾xhu

VhSgt< ytvJtlt hnuNu.

(33) ltbœth ftuxo îtht fhuj nwfb <ubs rlœuo»ttulwk awM<vKu vtjl fhJtlwk hnuNu. subtk z[ulus lu

jd<tk ftb btk ftuRvK mkkstudtubtk bNel ntuj / dxh btk btKmlu W<thJtu lnek <ubs

buLgwyj M¾{uJSkd ykdule btdoœrNoft lwk vtjl fhJwk.

(34) mœh xuLzhle ytRxbtult CtJtu ltKt Ft<t lt mhfgwjh lk.38, <t.21/11/22 <&t mûtb

m•ttle b¤uj bkswhe bwsc GST rmJtg dKºtebtk juJtbt ytJuj <&t «Jo<btl rlgb

bwsc GST awfJJt vtºt &Nu su ægtlu jR <btb cezomu xuLzhtu ChJtlt hnuNu.

(35) mœh xuLzh yk<od<lt ftb mkjøl y.Bgw.ftu.btk vJo<btl <btb rlgbtu/mhfgwjhtu jtdw

vzNu <ubs JF<tu JF< &lth mw^thtytu vK jtdw vzNu. sule ltuk^ jR xuLzhtu ChJtlt

(36) mœh xuLzh yu.yth.me. «fthlw Au ytvlu mtukvJtbtkk yuxju fu ytv îtht ChJtbtkk ytJuj

ftbdehelt sÚ&t bwsc mbg bgtoœt lffe fhe su <u mûtbm<tle yjd yjd ykkœtsle

Signature of Bidder Page 28 of

Ahmedabad Municipal Corporation

bkkswhe bégu&e Jfo ytuzoh ytvJtbtkk ytJNu ylu mbg bgtoœtbtkk ftbdehe vqKo fhJtlw awM<

vKu vtjl fhJtlw hunNu .

(37) mœhnw ftbbtkk Jtuzobtkk sYhegt< bwsc ytuAtbtkk ytuAe xuLzhle Nh< bwsc bkkswh &lth

xuLzh vife yjd yjd ykkœtsle bkkswhe bu¤JJtbtkk ytJ<e ntuR, ytuAtbtkk ytuAe yuf mt&u

œN søgtyu sYhegt< bwsc ftbdehe NY fhJtle Nh<u ylu <u «btKu bulvtJh,

bNelhe, bxehegÕm <ubs ltkkKtfeg studJtRle vwh<t «btKbtkk ÔgJM&t fhe su <u xuLzhhu

xuLzh Cgto vqJuo ytdtu<Y ytgtuslle <igthe mt&u ftbdehe fhJtle &tg Au.

yufhthlwk Vtubo

(1) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt xuLzh hsw fh<tk vnujtk buk/ybu

M&¤le bwjtft< je^e Au ylu ftblu jd<t btjmtbtl, bswhe ylu ceS ctc<tulu

jd<e M&trlf vrhrM&r<le ò<-btne<e bu¤Je Au.

(2) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt ftuLx[tfxhtule Nh<tu rJd<tu ylu

xuLzhlu jd<t >M<tJustu ft¤SvwJof yÇgtm fgtuo Au ylu <u bwsc <ultu ybj fhJt

ftuLx[tfxhle mne ylu rmfft

Signature of Bidder Page 29 of

Ahmedabad Municipal Corporation

GENERAL DETAILS SPECIFICATION OF MATERIAL

1.1 Water shall not be salty or brackish and shall be clean reasonably clear and free from

objectionable quantities of silt and tract of oil and injurious alkalis, salts, organic mater and

other deleterious materials which will either weaken the mortar or concrete or cause

efflorescence of attach 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. 456-1978.

1.2 If required by the Engineer-in-charge it shall be tested by comparison with distilled

water. Comparison shall be made by means of standard cement tests for soundness, time of

setting and mortar strength as specified in I.S. 269-1976. Any indication of unsoundness,

change in time of setting of 30 minutes either 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

1.3 Water for curing mortar, concrete or masonry should not be too acidic and also not too

alkaline. It shall be free of elements which significantly affect the hydration reaction or

otherwise interfere with the hardening of mortar or concrete during curing or those which

produce objectionable stains or other unsightly deposits on concrete or mortar surfaces.

1.4 Hard and bitter water shall not be used for curing.

1.5 Potable water will be generally found suitable for curing mortar for preparing or

2.1 Cement shall be Ordinary Portland, Ordinary Portland cement as per I.S. 269-1976 or

Portland slag cement as per I.S.455-1976.or Sulphate Resistant Cement as per IS-12330

latest Revision.

2.2 Testing of Cement : It should be specifically noted that the cement brought by the

contractor at site of work shall be used after the same is tested at the approved

laboratory as per the direction of the Engineer-in-charge. Such approved laboratory may be

located at Ahmedabad. All the charges for transport and testing of the samples shall have to

be borne by the contractor. The frequency of testing of such materials shall be in

accordance to the relevant Indian standard as directed by the Engineer-in-charge.

Sand shall be natural sand, clean, well graded, hard strong, durable and gritty particles free

from injurious of dust, clay, kankar nodules, soft or flaky particles shale, alkali salts, organic

matter, loam, mica or other deleterious substances and shall be got approved from the

Engineer-in-charge. The sand shall not contain more than 8 percent of silt as determined by

field test. If necessary the sand shall be washed to make it clean.

3.2 COARSE SAND :

The fineness modulus of coarse sand shall not be less than 2.5 and shall not exceed

3.0. The sieve analysis of coarse shall be as under:

I. S. Sieve Percentage by I. S. Sieve Percentage by

Designation weight passing Designation weight passing

sieve through sieve.

3.3 FINE SAND :

Signature of Bidder Page 30 of

Ahmedabad Municipal Corporation

The fineness modulus shall not exceed 1.0. The sieve analysis of fine sand shall

I. S. Sieve Percentage by I. S. Sieve Percentage by

Designation weight passing Designation weight passing

through sieve through sieve.

2.36 mm 100 300 Micron 5 -

M-4 STONE GRIT :

4.1 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 for as possible flaky elongated pieces shall

It shall generally comply with the provisions of I. S. 383-1970. Unless special stone of

particular quarried is mentioned. Grit special stone of particular quarries 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.

4.2 The grit shall conform to the following gradation as per sieve analysis :

I. S. Sieve Percentage passing I. S. Sieve Percentage Passing

Designation through sieve Designation through sieve

4.3 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.

4.4 The necessary tests for grit shall be carried out as per the requirements of I. S.

2386 (Parts I to VIII) 1963, as per instruction of the Engineer-in-charge. The

necessity of test will be decided by the Engineer-in-charge.

M-5A STONE COARSE AGGREGATE FOR NOMINAL MIX CONCRETE :

5A.1 Coarse aggregate shall be of machine crushed stone of black trap or

equivalent and be hard, strong, dense, durable, clean and free from skin and

coating likely to prevent proper adhesion of mortar.

5A.2 The aggregate shall generally be cubical in shape. Unless special stones of

particular quarries are mentioned, Aggregates shall be machine crushed from the

best black trap or equivalent hard stone as approved. Aggregate shall have no

deleterious reaction with cement. The size of the coarse aggregate for plain

cement concrete and ordinary reinforced cement concrete shall generally be as

per the table given below. However in case of reinforcement cement concrete

the maximum limit may be restricted to 6 mm less than the minimum lateral

clear distance between bars of 6 mm. less than the cover whichever is smaller.

I.S. Sieve Percentage Passing for I.S. Sieve Percentage Passing for

Designation single sized aggregates Designation single sized aggregates

of nominal size of nominal size

Signature of Bidder Page 31 of

Ahmedabad Municipal Corporation

NOTE :- The percentage may be varied by the Engineer-in-charge when

considered necessary for obtaining better density and strength of concrete

5A.3 The grading test shall be taken in the beginning and at the charge of source of

materials. The necessary tests indicated in I.S. 383-1970 I. S. 456-1978 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 inter mixed on

different aggregates. If the aggregates are covered with dust, they shall be

washed with water to make them clean.

M-5B BLACK TRAP OR EQUIVALENT HARD STONE COARSE :

5B.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

5B.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.

5B.3 The necessary tests indicated in I. S. 383-1970 and I.S.456-1978 shall have to

be carried out to ensure the acceptability of the material.

5B.4 If aggregate is covered with dust it shall be washed with water to make it

6.1 The bricks shall be hard or machine moulded and made from suitable soils and

kiln burnt. They shall be free from cracks and flaws and nodules of free lime. The

shall have smooth rectangular faces with sharp corners and shall be of uniform

The bricks shall be moulded with a frog of 100 mm x 40 mm and 10 mm to 20 mm

deep on one of its flat sides. The bricks shall not break when thrown on the

ground from a height of 600 mm.

6.2 The size of modular bricks shall be 190 mm x 90 mm.

6.3 The size of the conventional bricks shall be as under :

6.4 Only bricks of one standard size shall be used on one work.The following

tolerance shall be permitted in the conventional size adopted in a particular work.

Length : = 1/8" (3.0 mm) Width : = 1/16" (1.50 mm)

Height : = 1/16" (1.50 mm)

6.5 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 percent 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-6A FLY-ASH LIME BRICKS :

The fly ash lime bricks shall conform to Grade-1 or Grade-2 of IS-3812-1981. The

frog of the 80 to 100 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 shall be 225 mm x 110 mm x 75 mm.

Signature of Bidder Page 32 of

Ahmedabad Municipal Corporation

Only bricks of one standard size shall used on one work. The following tolerances

shall permitted in the conventional size adopted in a particular work:

Length : + 3 mm

Height : + 2 mm

The physical characteristic of bricks shall be as follows.

The minimum compressive strength of fly ash lime bricks shall not be less than

Kg/Sq.Cm. and the test shall be conform to IS-3495 (Part-I):1992.

The average drying shrinkage of the brick when tested by the method described in IS

4139-1989 being shall not exceed 0.15 percent.

The averages water absorption not more than 20 percentage by mass and the test

shall conform to IS-3495 (Part-3):1992.

M-7 MILD STEEL BARS :

7.1 Mild steel bars reinforcement for R.C.C. work shall conform to I.S. 432 ( Part-II

) 1966 and shall be tested quality. It shall comply with relevant part of I.S.456-

7.2 All the reinforcement shall be clean and free from dirt, paint, grease, mill scale

or loose of thick rust at the time of placing.

7.3 For the purpose of payment the bar shall be measured correct upto 10 mm

length and weight payable worked out the rate specified below :

1. 6 mm 0.22 Kg./Rmt. 8. 20 mm 2.47 Kg./Rmt.

2. 8 mm 0.39 Kg./Rmt. 9. 22 mm 2.98 Kg./Rmt.

3. 10 mm 0.62 Kg./Rmt. 10. 25 mm 3.35 Kg./Rmt.

4. 12 mm 0.89 Kg./Rmt. 11. 28 mm 4.83 Kg./Rmt.

5. 14 mm 1.21 Kg./Rmt. 12. 32 mm 6.31 Kg./Rmt.

6. 16 mm 1.58 Kg./Rmt. 13. 36 mm 7.31 Kg./Rmt.

7. 18 mm 2.00 Kg./Rmt. 14. 40 mm 9.86 Kg./Rmt.

M-8 TMT FE-500 STEEL BARS FOR REINFORCEMENT :

8.1 Reinforcement bars shall conform to IS-432, IS-226 or IS-1786 with its latest

amendment and welded wire fabrics to IS : 1566. Only TMT bars for

reinforcement in RCC duct shall be used which shall be clean, free from pitting,

oil, grease, paint, loose mill scale, rust, dirty dust or any other such substance

that will destroy or reduce bond.

It permitted by the Engineer-in-charge reinforcement shall be done in accordance

with IS-2751 or IS-9147 as applicable.

8.2 Other provision and requirements shall conform to specification No. M-7 for

mild steel bars.

M-9 MILD STEEL BINDING WIRE :

9.1 The mild steel wire shall be of 1.63 mm or 1.22 mm (16 or 18 gauge) diameter

and shall conform to I.S. 280-1972.

9.2 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-10 STRUCTURE STEEL :

10.1 All structural steel conform to I.S.226 - 1965. 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. 1148-1973.

10.2 When the steel is supplied by the contractor test certificate of the

manufacturers shall be obtained according to I.S. 226-1975 and other relevant

Indian Standards.

M-11 SHUTTERING :

Signature of Bidder Page 33 of

Ahmedabad Municipal Corporation

11.1 The shuttering shall be either of wooden planking of 30 mm. minimum

thickness with or without steel lining or of steel plates stiffened by steel angles.

The shuttering shall be supported on battens and beams and props of vertical

ballies properly cross braced together so as to make the centering rigid. In places

of bullie props, brick pillar of adequate section built in mud mortar may be used.

11.2 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 live load of men working over 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.

11.3 If at any stage of work during or after placing concrete in the structure, the

form 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 got approved from

the Engineer-in-charge, before the reinforcement bars are placed in position.

11.4 The props shall consist of bullies having 100 mm minimum diameter measured

at mid length and 80 mm 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 base.

11.5 Double wedges shall further be provided between the sole plate and the

wooden props so as to facilitate tightening and easing of shuttering without

jerking the concrete.

11.6 The timber used in shuttering shall not be so dry as to absorb water from

concrete and swell or bulge nor so wet to shrink after erection. The timber shall

be properly sawn and planned on the sides and the surface coming in contract

with concrete. Wooden form work with metal sheet lining or steel plates

stiffened by steel angles shall be permitted.

11.7 As far as practicable, clamps shall be used to hold the forms together and use

of nails and spikes avoided.

11.8 The surface of timber shuttering that would come in contact with concrete

shall be well wetted and coated with soap solution before the concreting is done.

Alternatively coat of raw linseed oil or oil 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.

11.9 The shuttering for beams and slabs shall have camber of 4 mm per meter (1 in

250) or as directed by the Engineer-in-charge so as to offset of subsequent

deflection for cantilevers the camber at free end shall be 1/50 of the projected

length or as directed by the Engineer-in-charge.

M-12 HARD DRAWN WIRE :

The Hard drawn steel wire should confirming to IS-432 (Part 2), Hard drawn steel

wire shall be manufacture and its chemical composition should be as per para 3.0.

The finished wire should be free from defects and finished in a workman like

manner. Nominal sizes, Tolerances, Physical requirements are as per IS :

(Part-II) latest edition. Hard drawn steel wire should be tested as specified in IS :

432 (Part-II) latest edition.

Note : All the B.I.S. mentioned above shall be with its latest addition as well as

Signature of Bidder Page 34 of

Ahmedabad Municipal Corporation

ITEM TECHNICAL SPECIFICATIONS:

Name of work:- FtzegtJtuzobtk ftjwvwh rJM<thbtk z[ulus buRLxulLm Ft<tbtk ytJ<e me.me.yth.yum. vuaJfo <ubs vÚ&h vuJekdle

Vhegtœtult rlftj fhJtltk ftb btxu juch mÃjtg fhJtltk ftb ctc<.

Item No.1: Hiring of Tractor with trolley considering 8 Hrs. As working Day hours inclu. Driver

Item No : 02 Supplying, labour for break down repairing work for activities like excavation, disliting,

removing debris from trench back filling etc. comp. as directed by Eng.in

charge.(Building SOR 2023-24,(Basic rates for Labour work))

Labour charges - Mazdoor (Male) (Sr. No. 1051 Code L-22, Page No.39)

Labour charges - Mazdoor (Fe-Male) (Sr. No. 1050 Code L-21, Page No.39)

Labour charges - Supervision for Machinery (Sr. No. 1058 Code L-29, Page No.39)

Providing Labour for Mice. Work for Breakdown work releted job including required

tools etc.comp.Work with available equipment for breakdown type of work. No extra cost

will be given for the equpement used by the labour for the work.

The M/s shall be on No basis.

Item No.: 03 Providing & Supplying JCB Machine on rental basis in case of emergency situation and

break down type work & also during unavoidable condition as per instruction of

engg.incharge , rate includes all nece. shifting, fuel and operating charges and

stacking of useful & non-useful materials separately up to store. (No payment should

be allowed for non working condition of machinery and for pipe line excavation and

M/s. shall be on Hr. basis.

Item No.04 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam

specification including premixing the Material with water at OMC in mechanical mix plant

carriage of mixed Material by tipper to site, laying in uniform layers in sub-base/base course

on well prepared surface and compacting with vibratory roller to achieve the desired density

as per Codal Provision.

(RA Approved St.Com.Res. No.189,Dt.19/05/2022)

This work shall consist of laying and compacting clean, crushed, graded aggregate and

granular material, premixed with water, to a dense mass on a prepared

subgrade/subbase/ base or existing pavement as the case may be in accordance with

the requirements in these Specifications. The Material shall be laid in one or more layers

as necessary to lines, grades and cross-sections shown on the approved drawings or as

directed by the Engineer.

The thickness of a single compacted Wet Mix Macadam layer shall not be less than

mm.When vibrating or other approved types of compacting equipment are used,the

compacted depth of a single layer of the sub-base course may be increased to 200 mm

upon approval of the Engineer.

17.2.1. Aggregates

Signature of Bidder Page 35 of

Ahmedabad Municipal Corporation

17.2.1.1. Physical requirements: Coarse aggregates shall be crushed stone.If crushed

travel/shingle is used, not less than 90 per cent by weight of the gravel/shingle pieces

retained on 4.7mm sieve shall have at least two fractured faces.The aggregates shall

conform to the physical requirements set forth in Table 400-10 below.

TABLE 400-10. PHYSICAL REQUIREMENTS OF AGGREGATES FOR WE

MIX MACADAM FOR SUB-BASE/BASE COURSES

Test Requirements

* Los Angeles IS:2386 (Part-4) 40 per cent (Max.)

Abrasion value IS:2386 (Part-4) 30 per cent (Max.)

Combined Flakiness

2 and Elongation IS:2386 (Part-1) 30 per cent (Max)**

indices (Total)

* Aggregate may satisfy requirements of either of the two tests.

** To determine this combined proportion, the flaky stone from a representative sample

should first be separated out. Flakiness index is weight of flaky stone metal divided by

weight of stone sample.Only the elongated particles be separated out from the

remaining (non-flaky) stone metal. Elongation index is weight of elongated particles

divided by total non-flaky particles. The value of flakiness index and elongation index

so found are added up.

If the water absorption value of the coarse aggregate is greater than 2 per cent, the

soundess test shall be carried out on the material delivered to site as per IS:2386 (Part-

17.2.1.2. Grading requirements: The aggregates shall conform to the grading

given in Table 400-11.

TABLE 400-11. GRADING REQUIREMENTS OF AGGREGATES FOR WET MIX MACADAM

IS Sieve Per cent by

Designation weight

600.00 micron 8-22

75.00 micron 0-8

Signature of Bidder Page 36 of

Ahmedabad Municipal Corporation

Materials finer than 425 micron shall have Plasticity Index (PI) not exceeding

The final gradation approved within these limits shall be well graded from coarse to fine

and shall not vary from the low limit on one sieve to the high limit on the adjacent or

17.3. Construction Operations

17.3.1. Preparation of base: Clause 404.3.1. shall apply.

17.3.2. Provision of lateral confinement of aggregates:While constructing wet mix

macadam, arrangement shall be made for the lateral confinement of wet mix.This shall

be done by laying materials in adjoining shoulders along with that of wet mix macadam

layer and following the sequence of operations described in Clause 407.4.1.

17.3.3. Preparation of Mix: Wet Mix Macadam shall be prepared in an approved

mixing plant of suitable capacity having provision for controlled addition of water and

forced/positive mixing arrangement like pugmill or pan type mixer of concrete batching

plant. For small quantity of wet mix work, the Engineer may permit the mixing to be

done in concrete mixers.Optimum moisture for mixing shall be determined in

accordance with IS: 2720 (Part-8) after replacing the aggregate fraction retained on

mm sieve with material of 4.75 mm to 22.4 mm size. While adding water, due allowance

should be made for evaporation losses. However, at the time of compaction, water in

the wet mix should not vary from the optimum value by more than agreed limits.The

mixed material should be uniformly wet and no segregation should be permitted.

17.3.4. Spreading of mix: Immediately after mixing, the aggregates shall be spread

uniformly and evenly upon the prepared subgrade-sub-base/base in required quantities.

In no case should these be dumped in heaps directly on the area where these are to be

laid nor shall their hauling over a partly completed stretch be permitted.The mix may be

spread either by a paver finisher or motor grader. For portions where mechanical means

cannot be used, manual means as approved by the Engineer shall be used. The motor

grader shall be capable of spreading the material uniformly all over the surface. Its

blade shall have hydraulic control suitable for initial adjustments and maintaining the

same so as to achieve the specified slope and grade.

The paver finisher shall be self-propelled, having the following features:

(i) Loading hopper and suitable distribution mechanism.

(ii) The screed shall have tamping and vibrating arrangement for initial compaction to the

layer as it is spread without rutting or otherwise marring the surface profile.

(iii) The paver shall be equipped with necessary control mechanism so as to ensure that the

finished surface is free from surface blemishes.

The surface of the aggregate shall be carefully checked with templates and all high or low

spots remedied by removing or adding aggregate as may be required.The layer may be

tested by depth blocks during construction.No segregation of large and fine particles

should be allowed.The aggregates as spread should be of uniform gradation with no

pockets of line materials.

17.3.5. Compaction: After the mix has been laid to the required thickness, grade and

crossfall/camber the same shall be uniformly compacted, to the full depth with suitable

roller. If the thickness of single compacted layer does not exceed 100 mm, a smooth

wheel roller of 80 to 100 kN weight may be used. For a compacted single layer upto

mm, the compaction shall be done with the help of vibratory roller of mi8nimum static

weight of 80 to 100 kN or equivalent capacity roller. The speed of the roller shall not

exceed 5 km/h.In portions having unidirectional cross fall/super-elevation, rolling shall

commence from the lower edge and progress gradually towards the upper

edge.Thereafter, roller should progress parallel to the centre line of the road, uniformly

Signature of Bidder Page 37 of

Ahmedabad Municipal Corporation

overlapping each preceding track by at least one third width until the entire surface has

been rolled. Alternate trips of the roller shall be terminated in stops at least 1 m away

from any preceding stop.In portions in camber, rolling should begin at the edge with the

roller running forward and backward until the edges have been firmly compacted. The

roller shall then progress gradually towards the centre parallel to the centre line of the

road uniformly overlapping each of the preceding track by at least one-third width until

the entire surface has been rolled.Any displacement occurring as a result of reversing of

the direction of a roller or from any other cause shall be corrected at once as specified

and/or removed and made good.Along forms, kerbs, walls or other places not accessible

to the roller, the mixture shall be thoroughly compacted with mechanical tampers or a

plate compactor.Skin patching of an area without scarifying the surface to permit

proper bonding of the added material shall not be permitted.Rolling should not be done

when the subgrade is soft or yielding or when it causes a wave-like motion in the sub-

base/base course or subgrade.If irregularities develop during rolling which exceed

mm when tested with a 3 metre straight edge,the surface should be loosened and

premixed material added or removed as required before rolling again so as to achieve a

uniform surface conforming to the desired grade and cross fall.In no case should the use

of unmixed material be permitted to make up the depressions.Rolling shall be continued

till the density achieved is at least 98 per cent of the maximum dry density for the

material as determined by the method outlined in IS: 2720 (Part-8).

After completion, the surface of any finished layer shall be well-closed, free from

movement under compaction equipment or any compaction planes, ridges, cracks and

loose material.All loose, segregated or otherwise defective areas shall be made good to

the full thickness of the layer and re-compacted.

17.3.6. Setting and drying: After final compaction of wet mix macadam course,the

road shall be allowed to dry for 24 hours.

17.4. Opening to Traffic

Preferably no vehicular traffic of any kind should be allowed on the finished wet mix

macadam surface till it has dried and the wearing course laid.

17.5. Surface Finish and Quality Control of Work

17.5.1. Surface evenness: The Surface finish of construction shall conform to the

requirements of Clause

17.5.2. Quality Control: Control on the quality of materials and works shall be

exercised by the Engineer in accordance with Section

17.6. Rectification of Surface Irregularity

Where the surface irregularity of the wet mix macadam course exceeds the permissible

tolerance or where the course is otherwise defective due to subgrade soil getting mixed

with the aggregates, the full thickness of the layer shall be scarified over the affected

area, reshaped with added premixed material or removed and replaced with fresh

premixed material as applicable and recompacted in accordance with Clause 406.3.

The area treated in the aforesaid manner shall not be less than 5 m long and 2 m wide.In

no case shall depressions be filled up with unmixed and ungraded material or fines.

17.7. Arrangement for Traffic

During the period of construction, arrangement of traffic shall be done as per the

17.8. Measurements for Payment

Wet mix macadam shall be measured as finished work in position in cubic metres.

Signature of Bidder Page 38 of

Ahmedabad Municipal Corporation

The Contract unit rate for wet mix macadam shall be payment in full for carrying out the

required operations including full compensation for all components listed in Clause

Seal and Signature of the Bidder Additional City Engineer (CZ)

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 39 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

E TENDER NOTICE NO. – 07 /2026-27

Special Tender Clause For CCRS SLA

Ahmedabad Municipal Corporation has to make a special clause as per for SLA

Name of work :- FtzegtJtuzobtk ftjwvwh rJM<thbtk z[ulus buRLxulLm Ft<tbtk ytJ<e me.me.yth.yum. vuaJfo <ubs vÚ&h vuJekdle

Vhegtœtult rlftj fhJtltk ftb btxu juch mÃjtg fhJtltk ftb ctc<.

<t.22.01.2026 lt htus bu.Bgwrlrmvjfrb§hmtnucle Jefje bexekdbtk &guj aatobtk bwÆt lk.21 bwsc

su <u me.me.yth.yum.le Vhegtœlu y.Bgw.ftu.îtht cltJuj Ôntuxmyuv d{wvbtk bwfgt ctœ «tuçjubJtRÍ yum.yuj.yu.lt mbgdt¤t ctœ fhuj

ftbdehe btxu,awftJJtlt &<t ltKtkbtk&e y.Bgw.ftu.lt rl<e-rlgb bwsc vulÕxe leau bwsc fhJtbtk ytJNu.

(A) Penlty For Maintenance and SLA Purpose

CCRS within SLA time (Category & Problem wise) CCRS After SLA time

(Category & Problem wise

Department Category Problem SLA Penalty Penalty Penalty

(Hours) (Hours) (Hours)

Engineering Water>>Engineering Water-low presure 240 Hours 240 480

Engineering Water>>Engineering Water-No Supply 240 Hours 240 480

Engineering Water>>Engineering Water-Other 72 Hours 72 144

Engineering Water>>Engineering Water-Leakage In 48 Hours 48 96

Engineering Water>>Engineering Water-Pollution In 24 Hours 24 48

Engineering Drainage>>Engineering Drainage-Manhole 24 Hours 24 48

Engineering Drainage>>Engineering Drainage-Other 48 Hours 48 96

Engineering Drainage>>Engineering Drainage-Choking Of 48 Hours 48 96

Engineering Drainage>>Engineering Drainage-Public 72 Hours 72 144

Toilets and Urinals-

Blockage or Choking

Signature of Bidder Page 40 of

Ahmedabad Municipal Corporation

Engineering Road Road-Other 48 Hours 48 96

Engineering Road Road-Bhuva On 48 Hours 48 96

Engineering Road Road-Repair Require 72 Hours 72 144

Engineering Storm Water Road-Water logged 24 Hours 24 48

Engineering Storm Water Road-Catch Pit 96 Hours 96 192

Engineering Public Building Public Building- 360 Hours 360 720

Public Toilets and

Urinals-Repairing of

Doors,Windows,Tiles

Engineering Footpath Road-Footpath 168 Hours 168 336

Engineering Building>>Engineering Building-Municipal 168 Hours 168 336

Schools Repairing

Wvhtuf< vulÕxele mbgbgtoœt ctœ vK ftbdehe fhJtbtk l ytJu <tu vwhuvwhe ftbdehele hfb suxje vulÕxe jtdw vzNu.

(A) Penalty 10% for New Allocated Works.

(B) The Work Order under this Annual Rate Contract (ARC) Tender shall be issued only

against the approved and sanctioned estimate for the respective work.

The time limit for execution of each work shall be specified in the respective Work

Order issued under this tender.

Any penalty for delay or non-compliance shall be calculated and imposed based on the

approved sanctioned estimate amount of the respective work and shall be governed by

the relevant terms, conditions, specifications, and penalty clauses of this tender.

Seal and Signature of the Bidder Additional City Engineer (CZ)

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 41 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT-CENTRAL ZONE

ftblwk ltb :- FtzegtJtuzobtk ftjwvwh rJM<thbtk z[ulus buRLxulLm Ft<tbtk ytJ<e me.me.yth.yum. vuaJfo <ubs

vÚ&h vuJekdle Vhegtœtult rlftj fhJtltk ftb btxu juch mÃjtg fhJtltk ftb ctc<.

Sr. Rate Amount

Quantity Item Description Per

Hiring of Tractor with trolley considering 8 Hrs. As

1 230.00 working Day hours inclu. Driver (GWSSB SOR-2022- Day

23 Section-2E-Miscellenous Item No.7)

Supplying, labour for excavation of all types of soil at

any depth including excavation of asphalt pavement

of any thickness, demolition of brick work in CM of

any proportion including stacking of serviceable

materials and disposal of unserviceable material etc.

comp. as directed.

a 230.00 Labour charges - Mazdoor (Female) 450.00 No.

b 230.00 Labour charges - Mazdoor (Male) 493.00 No.

c 50.00 Labour charges - Mate (Mukadam) 480.00 No.

d 170.00 Labour charges - Mistry 692.00 No.

Providing & Supplying JCB Machine on rental

basis in case of emergency situation and break

down type work & also during unavoidable

condition as per instruction of Engg. In Charge, rate

includes all nece. Shifting, fuel and operating

charges and stacking of useful & non-useful

materials separately up to store. (As per previous

Providing, laying, spreading and compacting graded

stone aggregate to wet mix macadam specification

including premixing the Material with water at OMC in

mechanical mix plant carriage of mixed Material by

tipper to site, laying in uniform layers in sub- base /

base course on well prepared surface and

compacting with vibratory roller to achieve the

desired density as per MoRTH clause

95.00 (A) Supply of WMM 1,144.74 Cmt

Seal and Signature of the Bidder Addl. City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 42 of