In different wards of Central Zone D.C. City Engineer–2, carrying out new stone paving in various streets and lanes, resurfacing, repair work and related works, including carrying out repairs and resurfacing where required. (AMC)

Name of work :- bægÍtulllt zu.mexe.Rsluh -2 btkltkk <tct nuX¤ ltkk swœt swœt Jtuzobtk sœe swœe atjeytu,vtu¤tu,<&t djeytubtk

lJt vÚ&h jdtJJtlt , hevuhekd ,<&t heMxux fhJtlt ftb <&t yLg Jtuzobtk Vwxvt& lJe fhJt <&t hevuhekd

fhJtlt ftb.(yu.yth.me.)

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.

Signature of Bidder Page 2 of

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 bægÍtulllt zu.mexe.Rsluh -2 btkltkk <tct nuX¤ ltkk swœt swœt Jtuzobtk sœe swœe

atjeytu,vtu¤tu,<&t djeytubtk lJt vÚ&h jdtJJtlt , hevuhekd ,<&t heMxux fhJtlt ftb <&t

yLg Jtuzobtk Vwxvt& lJe fhJt <&t hevuhekd fhJtlt ftb.(yu.yth.me.)

2 Estimated Tender Amount Rs. 9797438.38 (exclusive of GST). GST will be paid extra by AMC/Authority

at prevailing rate to the contractor.

3 Tender fee Rs.2400.00

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

4 Time Limit 12 Months

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

Documents 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 (Bid Rs. 99,974.00 (Demand Draft / pay order / Bank Guarantee in favour of

security) Municipal Commissioner, Ahmedabad is to be submitted as prescribed as

(1 % of Estimate put to below. Demand Draft/Bank 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 for 180 days. ( As Per AMC finance Dept .

Circular No. 5 Dt. 5/5/2007 & F.D. Circular No. 29 Dt. 7/8/2010 &

attched ANNEXURE - 1 finance dept.circular No-40 Dt.05/11/2020.

E.M.D. shall be submitted physically along with the Physical Submission

when applicable.

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

Tender Fees 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-380001.

Bid submitted without bid security & tender fee shall be treated as non

responsive and shall be summarily rejected.

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

Documents • Whole tender shall be submitted only on www.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 specified.

Price Bid shall be submitted physically duly signed & seal without

mentioning quoted rated, else it shall be considered as rejected.

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

Signature of Bidder Page 1 of

Ahmedabad Municipal Corporation

bank guarantee shall be of Ahmedabad City only. The validity of the Security

Deposit shall be up to 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 LOI failing which interest @ 4% per annum will be charged by AMC.

15 Deductions from Running Bills

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 said work.

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 All general condition of contract of Form B1 condition of contract shall

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

18 Penalty Clauses As Per SLA Clause,attached in Tender Documents

20 Time permitted to start parts Whenever a work is allotted by Engineering staff, whether minor or major

of work part of any amount, the contractor shall be bound to start the work within

hours so intimation of work. Communication done telephonically via SMS, via

whatsapp and through letter/ E-mail shall be considered legal and binding for

the same. Failure of company to start the works in 48 hours of intimation as

above by contractor. the contractor shall be levied penalty of (1) Rs.1000/-

per day (for tender amounting upto 10 lakh). (2) Rs. 2500/- per day (for

tender amounting above 10 lakh to 30 lakh). (3) Rs. 5000/- per day (for all

tender amounting above 30 lakh). Three time failure by contractor shall

make contractor responsible to be debar unless and otherwise justified

properly in writing/binding within 15 days so flast notice of penalty. and Also

As Per SLA Clause attached in Tender Documents.

• 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.

• Obey Circular No-03 Date-13-04-2026 of City Engineer Office

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 :- -bægÍtulllt zu.mexe.Rsluh -2 btkltkk <tct nuX¤ ltkk swœt swœt Jtuzobtk sœe swœe atjeytu,vtu¤tu,<&t djeytubtk lJt vÚ&h

jdtJJtlt , hevuhekd ,<&t heMxux fhJtlt ftb <&t yLg Jtuzobtk Vwxvt& lJe fhJt <&t hevuhekd fhJtlt ftb.(yu.yth.me.)

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

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 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.

Signature of Bidder Page 3 of

Ahmedabad Municipal Corporation

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 same.

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 given in IFB.

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

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 as per Notice Inviting Tender 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

• 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

• 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.

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

Signature of Bidder Page 5 of

Ahmedabad Municipal Corporation

• 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

Not with standing 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

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

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

• 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.

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

• 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 any) issued.

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 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.

Signature of Bidder Page 6 of

Ahmedabad Municipal Corporation

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

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

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 the bidder.

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

• 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 bidder”

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.

• 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

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.

Signature of Bidder Page 7 of

Ahmedabad Municipal Corporation

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 City only

Signature of Bidder Page 8 of

Ahmedabad Municipal Corporation

Signature of Bidder Page 9 of

Ahmedabad Municipal Corporation

Signature of Bidder Page 10 of

Ahmedabad Municipal Corporation

16.3 Any bid not accompanied by an acceptable Bid Security shall be rejected by the Employer as non-

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

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

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.

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 Power No. etc.

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

• Complete Tender Document with all necessary qualification related documents (in two copy)

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,

Signature of Bidder Page 11 of

Ahmedabad Municipal Corporation

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

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.

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

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

Signature of Bidder Page 12 of

Ahmedabad Municipal Corporation

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

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 3% 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 & post Audit.

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

22.5 Failure of the Successful Bidder to comply with the requirements of Sub-Clause 22.1 shall constitute

sufficient grounds for cancellation of the award and forfeiture of the Bid Security.

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

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

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

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

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.

Signature of Bidder Page 13 of

Ahmedabad Municipal Corporation

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

DETAILS OF COMPLETED / ONGOING LITIGATION / ARBITRATION

Employer Value of the Reasons/Details for Remarks showing

Year Name of Project (Rs.) litigation/arbitration Present Status

 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 Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 14 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 labour Laws.

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

• 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 work site.

• Any authorized third party persons on the site.

Signature of Bidder Page 15 of

Ahmedabad Municipal Corporation

• 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

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 account.

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

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.

Signature of Bidder Page 16 of

Ahmedabad Municipal Corporation

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

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 contract,

 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 Contractor.

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

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.

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

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

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

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 2013-14, 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.

Signature of Bidder Page 17 of

Ahmedabad Municipal Corporation

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 Contract.

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 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.

Signature of Bidder Page 18 of

Ahmedabad Municipal Corporation

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 –

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 notice

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

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 contract.

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 contractor.

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 following:

(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

(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.

Signature of Bidder Page 19 of

Ahmedabad Municipal Corporation

(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 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 convenience.

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 there upon.

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, etc.

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.

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

Signature of Bidder Page 20 of

Ahmedabad Municipal Corporation

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 clause –5.

(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 complained of.

(vi) The reduction of rates as may be fixed by the Engineer-in-charge under clause 17 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 the concerned.

(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

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

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

Signature of Bidder Page 21 of

Ahmedabad Municipal Corporation

writing. No photographs/ videography shall be published or otherwise circulated without the

approval of the Engineer in writing.

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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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

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

(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.

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

hfb btLg htFJtbtk ytJNu.

Signature of Bidder Page 24 of

Ahmedabad Municipal Corporation

(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

(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

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

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

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 fhJtlt hnuNu.

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 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

Signature of Bidder Page 25 of

Ahmedabad Municipal Corporation

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

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

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 vzNu.

(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 fhtJJwk.

(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

(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.

Signature of Bidder Page 26 of

Ahmedabad Municipal Corporation

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

(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 hnuNu.

(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

(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 ytJNu.

(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

Signature of Bidder Page 27 of

Ahmedabad Municipal Corporation

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 ytJNu.

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

(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

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

(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&e <btb cezomu <u bwsc dK<he fhe 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 hnuNu.

(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 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.

Signature of Bidder Page 28 of

Ahmedabad Municipal Corporation

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 œM<tJustu ft¤SvwJof yÇgtm fgtuo Au ylu <u bwsc <ultu ybj fhJt mkb<

ftuLx[tfxhle mne ylu rmfft

Signature of Bidder Page 29 of

Ahmedabad Municipal Corporation

TECHNICAL SPECIFICATIONS:

TECHNICAL SPECIFICATIONS:

Following technical specifications shall be applicable to the relevant items of BOQ

Item No. 01: Dismantling of any type of tiles/flooring work including striking of serviceable

material and is of unserviceable materials with all leads and lift.

Demolishing work shall be carried out as per instructions given by the Engineer in charge. Demolishing of

stone slab pavement or any other type of paving, proportion of cement or lime, sorting out materials, carting

them up to lead of 60 mts. & Stacking the different materials separately as directed by the Engineer in charge

of work. The work shall be done carefully.

The Mode of measurement and rate shall be given as per one square meter basis.

Item No. 02: Excavation for foundation upto 1.5 mt. depth including sorting out stacking of useful

material & disposing of excavated stuff upto 50 mt. lead loose or soft soil.

The land width required for the road way, gutter side slopes and catch water gutters shall be

cleared of all trees having a girth of 30 cms. and less loose, stones, vegetation, bushes, stumps and all

other objectionable materials. The roots of trees and stumps shall be removed to a depth of 30 cms

below the grade formation and slopes and excavation filled up with excavated materials and

compacted. All the materials cleared will be the property of government. Useful materials shall be

arranged in convenient stacks along the road boundary or as directed at places within 50 mts. Lead,

and handed over to the department in convenient sections. Unsuitable material shall be burnt or

otherwise disposed off by the contractor at his own cost without causing any nuisance, inconvenience

or damage to the work, property or people in the neighborhood. If the materials are to be disposed off

outside the road land, necessary permission from the private land owners shall be taken by the

contractor and royalty etc. If any paid by him without claiming compensations. In all cases, the

materials shall be disposed off in a neat manner.

1. After clearing the site, the alignment of the road shall be properly set out true to lines, curves slopes,

grades and sections as shown on the plans or directed by the Engineer-in-charge. The contractor shall

provide all labour and materials such as lime, strings, pegs, nails, bamboos, stones mortar, concrete

etc. required for setting out alignment establishing bench marks and giving profiles. The contractor

shall be responsible for maintaining the B. Ms. Profiles alignments and other stakes and marks as long

as they are required for the work in the opinion of the Engineer. If the contractor defaults in this

respect even after the direction by the Engineer within the specified time, they may be restored by

the Engineer at the levels etc. if there is any disagreement the contractor shall inform of it in writing

to the officer concerned with the specific reference to the sections before starting further work. Once

the work has started, no cognizance of any complaint shall be taken. Merely not signing of the book

shall not be deemed as disagreement.

2. Profiles of the section including the road side gutters to be excavated shall be laid at suitable intervals

of 10 m to 50 m or other intervals as directed by Engineer to conform to the curved or straight

alignment, sections, grades and side slopes. The line out shall be clearly marked and profiles of

embankments where excavated materials are to be used shall be set up with the toe line marked on

each side. The road way section shall first be excavated with vertical side for each lift and the sides

Signature of Bidder Page 30 of

Ahmedabad Municipal Corporation

slopes for that lift shall be excavated in steps. These steps shall be smoothened to the required slope

when the excavation reaches the road formation. The contractor shall on no account excavate

beyond the slopes or below the specified grade unless so directed by the Engineer in writing. If

excavation is done below the specified level or outside the section, it shall not be paid for and the

contractor shall be required to fill up at his own cost such extra excavation in the road portion, with

approved materials of the embankment grade in layers, watered and fully compacted to attain

maximum density laid down for the embankment in its relevant item. The Engineer may require

measurement ridges and dead man to be left at specified intervals or places and kept intact till

ordered to be removed for the purpose of check measurements. The excavation shall be finished

neatly, smoothly and evenly to the correct lines, curves, grades if loose shall be scarified, watered and

compacted to the same density as the embankment. The section, side slopes and catch water gutter

shall be maintained by the contractor at his own cost in such a way that the formation and gutters

will be drained by providing for necessary diversions etc, and not damaged due to obstruction of any

drainage. Necessary passage shall be provided for leading away seepage, springs, surface respect, he

shall make good the damage at his own cost. If it is necessary in the execution of the work to

interrupt existing surface drainage, irrigation channels, sewers or under drainage, temporary

arrangements shall be provided till such time as is necessary. The contractor at his own cost shall

make the existing works or work in hand caused as a result of his operations or negligence shall be

made good by the contractor at his own cost. Road side gutters shall be excavated to the specified

sections and shall be measured along with the main cutting in cubic meters.

3. If slides occur in the cutting they shall be removed as ordered by the Engineer. If finished slopes slide

into the roadways before the final acceptance of the work, such slides shall be removed by the

contractor and shall be paid for at the contract rate for the class of excavation involved provided the

slides are not due to any negligence of the contractor. The classification of the materials in slides shall

conform to its conditions at the time of removal and payment made accordingly regardless of its prior

condition. Care shall be taken to see that excavation is arranged in a safe way so that there will be no

risk to the workmen by slides, falling materials, boulders and collapsing sides etc.

4. If there is traffic nearby or if there are towns and villages in the neighborhood, barricades and or

traffic signals shall be provided day and night for the work in such a way as to prevent accidents.

Warning signals shall be displayed at 7 mt. from the danger point on both sides giving sufficient

warning. If necessary, signalers shall be stationed at each end to regulate traffic where it is heavy.

Measures shall be taken to see that the excavation does not affect or damage adjoining structures or

property. If there is damage to property, injury to workers, the members of the public, animals etc.,

due to the negligence of the contractor, he will be responsible and liable to all the consequence

including compensation.

5. All the excavated materials shall be property of Government. When the useful excavated materials

are to be used in embankment within a lead of 200 meter and all lift, it shall be directly deposited at

the required location in specified layers. No handling or conveyance charges shall be paid if the

material is temporarily deposited elsewhere and subsequently conveyed to site of deposition. The

sequence of operations at convenient places, without interfering with the drainage in any way. If no

Government land is available but the excavated useful stuff is to be stacked temporarily before use

under the same agreement, the contractor shall make his own arrangements for the stacking of this

material not required for use on embankment or unsuitable materials may be used on his own to

uniformly widen embankment to flatten slopes and to fill low places in the road land, if so permitted

by the Engineer. Material not required for any use whatsoever may be disposed off by the contractor

within 3m from the top edge of slope or toe of the bank. The lead shall be measured from the

junction point of cutting and embankment up to 200 mt. on either side.

6. If the contractor does not wish to utilize the quantity of cutting within the specified lead for any

reason, then he may do the embankment work with the earth from other sources (except borrow pits

in the length of the road where cutting stuff is to be utilized) but in that case the full or part quantity

on acceptable quality stuff for which payment is made or to be made will be deducted from the net

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quantity of the earth work in the embankment arrived at, which the chainage measured as above.

7. The Contract rate shall be a unit of one cubic meter for the start mentioned in the wording of the

item of excavation acceptably completed, limited to the dimensions shown on the plans or as

directed by the Engineer. Excavation shall be measured in its original positions by taking cross

sections before the work starts and after it is entirely completed. The quality shall be worked by the

average end area method. When the classification of the strata changes, the contractor shall bring

this to notice of the Engineer, who will then verify and if necessary take levels for the changed strata

for purpose of measurement.

(b) In Spoil Bank: Specification shall be as per Item 2(a) except that the excavated stuff shall

be deposited in spoil Bank instead of using same in road embankment.

The Mode of measurement and rate shall be given as per one cubic meter basis.

Item No. 03 Conveyance charges of lime, murrum, building, rubbish, manure or sludge and

excavated rock and fly ash.

All the surplus earth etc. shall be carried away immediately from the site of work to a place within

5km. distance or as directed and ordered by the Engineer, so as not to cause any inconvenience to the public

traffic finding which in view of public safety and traffic convenience. The corporation shall carry out the work

by any other agency at the contractor’s risk and cost. If the instructions are not completed within 7 days from

the date of order to cart the surplus materials and clear the site, the said work shall be carried out by the

Municipal Corporation at the risk and cost of the contractor and no claim or dispute shall be entertained in

If the filling in trenches after settlement of the earth filling in trenches is to be done and the same shall be

carried out by the contractor without asking any extra rate. The contractor shall have to cart the surplus earth

after the trenches we will watered and refilled with the sand. The rate of carting including carting of

brickbats, metal, rubble vegetable and garbage, if necessary to clear the road surface.

The Mode of measurement and rate shall be given as per one cubic meter basis..

ITEM NO.04: PROVIDING & LAYING CEMENT CONCRETE 1:4:8 (1 CEMENT : 4 COARSE SAND : 8 HAND BROKEN STONE

AGGREGATES 40 MM NOMINAL SIZE ) AND CURING COMPLETE EXCLUDING COST OF FORM WORK IN FOUNDATION AND

W ATER SHALL CONFORM TO M- L. CEMENT SHALL CONFORM TO M-3. SAND SHALL CONFORM TO M-6. STONE

40 MM. NOMINAL SIZES SHALL CONFORM TO M-12.

RELEVANT SPECIFICATIONS OF ITEM NO. 15.3.2. SHALL BE FOLLOWED EXCEPT THAT CEMENT CONCRETE SHALL BE MIXED IN THE

PROPORTION OF 1 : 4 : 8 INSTEAD OF 1 : 3 : 6 BY VOLUME.

MODE OF MEASUREMENT AND PAYMENT:

THE CONCRETE SHALL BE MEASURED FOR ITS LENGTH, BREADTH AND DEPTH, LIMITING DIMENSIONS TO THOSE SPECIFIED ON PLANS

THE RATE SHALL BE FOR A UNIT OF ONE CUBIC METRE.

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Ahmedabad Municipal Corporation

Item No. 05 Providing Form Work In Ordinary Timber Planking So As To Give A Rough Finish

Including Centering, Shuttering, Strutting And Propping Etc. Height Of Propping And Centering

Below Supporting Floor To Celling Not Exceeding 4 M & Removal Of The Same For In Situ

Reinforced Or Plain Concrete Work In:- (A) Foundation, Footings, Bases Of Columns Etc. And Mass

The shuttering to be provided shall be of ordinary timber planks and shall conform to M-26.

The dimensions of scantlings and battens shall conform to the design. The strength of the wood shall not be

less than that assumed in the design.

The form work shall conform to the shape lines and dimension as shown on the plans and be so constructed

as to remain sufficiently rigid during the placing and compacting of the concrete. Adequate arrangements

shall be made by the contractor to safe guard against any settlement of the form work during the course of

concreting and after concreting. The form work of shuttering, centering, scaffolding bracing etc shall be as per

Cleaning & Treatment of forms:

All rubbish, particularly chippings shaving and saw dust shall be removed from the interior of the form before

the concrete is placed and the form work in contact with concrete shall be cleaned and thoroughly wetted or

treated. The surface shall be then coated with soap solution applied before concreting is done. Soap solution

for the purpose shall be prepared by dissolving yellow soap in water to get consistency of paint. Alternatively

a coat of raw linseed oil or form oil of approved manufacture may be applied in case steel shuttering is used.

Soap solution or raw linseed oil shall be applied after thoroughly cleaning the surface. Care shall be taken that

the coating does not get on construction joint surface and reinforcement bars.

Stripping time:

In normal circumstances and where ordinary cement is used forms may be struck after expiry of following

Sides of walls columns and vertical faces of beam 24 to 48 hours.

Beams soffits (Props left under) 7 days.

Removal of props slabs

(i) Slabs spanning up to 4.5 m – 7 days (ii) Spanning over 4.5 mm 14 days

Removal of props to beams and arches

(i) Spanning up to 6 m – 14 days (ii) Spanning over 6 m 21 days

Procedure when removing the form work:

All form work shall be removed without such shock or vibration as would damage the reinforced concrete

surface. Before the soffits form work and struts are removed, the soffits and the concrete surface shall be

exposed where necessary in order to ascertain that the concrete has sufficiently hardened.

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Ahmedabad Municipal Corporation

The centering to be provided shall be got approved. It shall be sufficiently strong to ensure absolute safely of

the form work and concrete work before, during and after pouring concrete. Watch should be kept to see

that behavior of centering and form work is satisfactory during concreting. Erection should also be such that it

would allow removal of forms in proper sequence without damaging either the concrete or the forms to be

The props of centering shall be provided on firm foundation or base of sufficient strength to carry the loads

without any settlement.

The centering and form work shall be inspected and approved by the Engineer-in-charge before concreting.

But this will not relieve the contractor of his responsibility for strength, adequacy and safety of form work and

centering. If there is a failure of form work or centering, contractor shall be responsible for the damages to

the work, injury to life and damage to property.

All scaffolding, hoisting arrangements and ladders etc required for the facilitating of concreting shall be

provided and removed on completion work by contractor at his own expense. The scaffolding, hoisting

arrangements and ladders etc. shall be strong enough to with stand all live, dead and impact loads expected

to act and shall be subject to the approval of the Engineer-in-charge. However, contractor shall be solely

responsible for the safety of the scaffolding, hoisting arrangement, ladders, work and workman etc.

The scaffolding hoisting arrangements and ladders shall allow easy approach to the work spot and afford easy

The rate is applicable to all conditions of working and height up to 4 mts. The rate shall include the cost of

materials and labour for various operations involved such as:

Splayed edges, notching, allowance for overlaps and passing at angles, battens centering, shuttering

propping, bolting, nailing, wedging, easing, striking and removal.

Filleting to form stop chamfered edges or splayed external angles not exceeding 20 mm width to beams,

columns and the like.

Temporary openings in the forms for pouring concrete, if required, removing rubbish etc.

Dressing with oil to prevent adhesion of concrete with shuttering, and

Raking or circular cutting.

Before re use all forms shall be inspected by Engineer-in-charge and their suitability ascertained. The forms

shall be scarred, cleaned, and joints gone over, repaired where required. Inside surface shall be retreated to

prevent adhesion of concrete.

The Mode of measurement and rate shall be given as per one sq. meter basis.

Item No. 06 Providing Thermo Mechanically Treated Bars(TMT Bars) reinforcement for R.C.C. work

including bending, binding and placing in position complete upto floor two level.

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Ahmedabad Municipal Corporation

The scope of work consists of providing and laying mild steel reinforcement and TMT CRS Fe-500

reinforcement for RCC works of various components of the structure. This may be Tisco or any other

approved manufacturer branch and corrosion resistant steel bars approved by the Engineer Incharge.

This includes cuttings, bending, binding, placing, with all equipments and labour required for the

work as directed by the Engineer In-charge, Ahmedabad and all operations covered within the intent

and purpose of the specification.

Being of Reinforcement:

Reinforcing steel shall conform accurately to the dimensions shown on relevant drawings and

conforming to the relevant IS codes (latest revision).

Bars shall be bent cold to the specified shape and dimensions or as directed by the Engineer In-

charge, AMC using a proper bar bender, operated by hand or power to attain proper radii of bends.

Bars shall not be bent or straightened in a manner that will cause injury to the material.

Bars bent during transport or handling shall be straightened before being used on work; they shall not

be heated to facilitate bending.

The bending of the TMT bars shall be carried out as per the following:

Placing of Reinforcement:

All reinforcing bars shall be accurately placed in the exact position shown on the drawings/as per

instructed by Eng In-charge, and shall be securely held in position during placing of concrete by

annealed binding wire not less than 1 mm in size and conforming to IS:280 and by using stays blocks

or metal chairs, spacer, metal hangers, supporting wires or other approved devices at sufficiently close

intervals. Bars will not be allowed to sag between supports nor displaced during concreting or any

other operation over the work. All devices used for positioning shall be of non-corrodible material.

Wooden and metal supports will not extend to the surface of concrete, except where shown on the

drawings, placing bars on layers of freshly laid concrete as the work progresses for adjusting bar

spacing will not be allowed. Pieces of broken stone, brick or wooden blocks shall not be used. Layers

of bars shall be separated by spacer bars, precast mortar blocks or other approved devices.

Reinforcement after being placed in position shall be maintained in a clean condition until completely

embedded in concrete. Special care shall be exercised to prevent any displacement of reinforcement in

concrete already placed.

To protect reinforcement from corrosion, concrete cover shall be provided as indicated on the

drawings/as per instructed by Eng In-charge. All bars protruding from concrete to which other bars

are to be spliced and which are likely to be exposed for an indefinite period shall be protected by a

thick coat of neat cement grout.

Bars crossing each other, where required, shall be secured by binding wire (annealed) of size not less

than 1 mm and conforming to IS:280 in such a manner that they do not slip over each other at the time

of fixing and concreting. As far as possible, bars of full length shall be used. In case this is not

possible, overlapping of bars shall be done as directed by the Eng In-charge, AMC, Ahmedabad.

When practicable, overlapping bars shall not touch each other, but be kept apart by 25 mm or 1 ¼

times the maximum size of the coarse aggregates whichever is greater, by concrete between them.

Where this is not feasible, overlapping bars shall be bound with annealed steel wire, not less than [1

mm thickness twisted tight in eight shape around the lapped bars. The overlaps shall be staggered for

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Ahmedabad Municipal Corporation

different bars and located at fixed locations only along the span where neither shear nor being

moment is maximum.

Welding of Bars

Welding of TMT bars can be permitted if specified on the drawings/as per instructed by Eng In-

charge, joints of reinforcement bars shall be butt welded so as to transit their full strength. Welded

joints shall preferably be located at points where steel will not be subject to more than 75 percent of

the maximum permissible stresses and welds so staggered that at any one section, not more than

per cent of the rods are welded. No –pre-warning or post heat treatment is necessary. Interpass

temperature should be limited to 200º C with low heat input and equivalent strength low hydrogen

type electrode. Suitable means shall be provided for holding the bars securely in position during

welding. It must be ensured that no voids are left in welding and when welding is done in 2 or

stages, previous surface shall be cleaned property. Ends of the bars shall be cleaned of all loose scale,

rust, grease, paint and other foreign matter before welding. Only competent welders shall be

employed on the work.

Welded pieces of reinforcement shall be tested. Specimens shall be taken from the actual site and their

number and frequency of tests shall be as directed by Eng In-charge, AMC, Ahmedabad.

The TMT bars shall be tested for any or all of the following tests as directed by the Engineer Incharge

Alternate immersion test

Salt spray test

Atmospheric exposure test

Sulphur dioxide test

Potentio dynamic test

The Mode of measurement and rate shall be given as per one kilogram basis.

Item No. 07 Providing and laying controlled cement concrete M.200 and curing complete excluding

the cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, footings,

Base of columns and Mass concrete (upto 10 ton)

FOR DETAILED SPECIFICATION REFER R & B DEPT. BOOKLET FOR GENERAL TECHNICAL SPECIFICATION FOR BUILDING

The Mode of measurement and rate shall be given as per Cmt. basis

Item No. 08 Providing & laying in position Ready Mixed concrete for reinforced cement concrete

works,using cement content as per approved design mix manufacture in fully automatic batching

plant and transpoprted to site of work in transit mixer for a lead up to 10 kms. having continuious

agigateted mixer,manufactured as per mix design of specified grade for reinforced cement

concrete works including pumping of R.M.C. from transit mixer to site of laying,exluding the cost

of centreing,shuttering,finishing and reinforcement including the cost of admixture in

recommended proportion as per IS 9103 to accelrate/retard setting of concrete , improve

wokability without impepairing strength and durability as per direction of the engineer in charge

without flyash( minimum cement level as per latest IS 456 shall be maintained.

FOR DETAILED SPECIFICATION REFER R & B DEPT. BOOKLET FOR GENERAL TECHNICAL SPECIFICATION FOR BUILDING

Signature of Bidder Page 36 of

Ahmedabad Municipal Corporation

The Mode of measurement and rate shall be given as per Cmt. basis

Item No. 9 P/A Tremix With Dewartering Machine And Floater Machine On Constructed Cc Work

For Finishing The Surface As Per Requirement. The Rate Including All Machinaries, Labor, Loading,

Unloading, Transportaion Etc Complete As Per Direction Given By Engineer In Charge.

The process is equipment oriented. It required formwork in form of channels, internal vibrators,

double beam screed board vibrator for the full width, bull float, filter pads, vacuum pump, skim

floater and power trowel.

All concrete mix design shall meet the requirements of TRIMIX concrete mix design

recommendations.

Execution Tremix System

The work shall be planned and executed so that there is no delay between the placement, screeding,

dewatering and floating of the concrete. Concrete to be vacuum dewatered shall be handled and placed so as

to prevent segregation. The concrete shall be internally vibrated prior to screeding.

Immediately following placement, the concrete shall be levelled with a vibrating screeding running on a true

surface, set at the proper elevation required to provide the specified finished elevation. The concrete surface

shall be screeded high by 2% of the slab's thickness to compensation for the compaction caused by the

vacuum dewatering process. (Slabs to have an aggregate hardener shall have compensation made to maintain

elevation). The vibrating screed shall be moved forward as rapidly as proper consolidation allows. The proper

surcharge of concrete must be maintained in front of the leading edge of the screed.

Immediately after levelling, the concrete shall be covered with filter pads and suction mats in strict

accordance with the recommendation of the manufacturer to have the slab fully dewatered. The suction mat

shall extend 4 inches beyond the edge of the filter pad on all sides. The pads shall extend to within 4" of the

edge of concrete slab, and the mats shall cover entire slab. Before connecting the hose on the suction mat to

the vacuum pump, the edges of the mat shall be smoothed to enable an airtight seal to be created. A vacuum

shall then be applied to the mat. After a minute the gauge on the vacuum pump should indicate a minimum

vacuum of 0.70 atmospheres (24.0 in. Hg) and if not, the mat must be checked for leakage. For concrete that

dewaters readily the vacuum should then be maintained awt 0.70-0.80 atmospheres (24.0-25.5 in. Hg.) For

concrete which dewaters less efficiently (e.g. air-entrained concrete) the vacuum shall then be reduced to

0.50-0.60 atmospheres (15.0-18.0 in. Hg). After approximately 10 minutes the vacuum can then be increased

to 0.80 atmospheres.

The vacuum shall be maintained for at least 3 minutes per inch of concrete thickness at 0.80 atmospheres.

(Where aggregate hardeners are specified, sufficient moisture shall be maintained to meet manufacturer's

requirements). The suction mats and filter pads shall then be removed and moved to the next section in

leapfrog manner.

Stop the vacuum dewatering when light footprints only are left in the concrete when stepped upon.

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Ahmedabad Municipal Corporation

Floating: Upon removal of the suction mats and filter pads the concrete surface shall be power-floated

without delay until all imprints from the vacuum process are removed. If crusting occurs, the floating

operation must be delayed till the concrete carries the machine.

The higher speed is recommended for the floading operation. Two passes with the floating disc should be

made in the junction of two mats in order to avoid risk for cracking.

The waiting time after the floating operation depends on concrete temperature and humidity and varies from

10 minutes to 2 hours.

The trowelling operation cannot take place before the concrete has hardened enough to carry the machine,

i.e. the trowelling blades will not leave any marks on the concrete. Repeated trowelling with intervals

between the passes, which are adapted to the setting of the concrete, greatly improves the surface

characteristics. The surface will be more wear resistant and less dusty.

Vacuum dewatered concrete should be cured like any other quality concrete in order to achieve good final

result with ponding

The Mode of measurement and rate shall be given as per one square meter basis excluding cost of concrete &

steel. The cost of steel & concrete shall be measured & paid separately under relevant items.

ITEM NO.10 FILLING AVAILABLE EXCAVATED EARTH (EXCLUDING ROCK) IN TRENCHES, PLINTH, SIDES OF FOUNDATIONS ETC. IN

LAYERS NOT EXCEEDING 20 CM. IN DEPTH CONSOLIDATION EACH DEPOSITED LAYER BY RAMMING AND WATERING.

The Mode of measurement and rate shall be given as per Cmt. basis

FOR DETAILED SPECIFICATION REFER R & B DEPT. BOOKLET FOR GENERAL TECHNICAL SPECIFICATION FOR BUILDING

WORKS, SECTION. NO. 4.12, PAGE NO.

Item no-11 & 12 Providing and laying (to level or slopes) and jointing with stiff mixture of Cement Mortar in

proportion 1:1 Salt glazed stoneware pipes including testing of pipes and joints complete.(a)100 mm

dia. & (b)150 mm dia.

The pipes shall be of best quality stone ware pipes. The pipes shall be of approved quality and

make and shall be brought on site after approval. (The pipes shall be laid in grade as per instruction)

contractor shall have introduce bills for standard pipes.

The joints shall be done in cement prop. (1 : 1) (1 part cement : 1 part sand) using spun yarn dispend in

hot asphalt and caulking tools. The hydraulic pressured test shall be given be the contractor for testing

pipes and jointing. No. trenches shall be filed without the approval of the Engineer in charge. The rate

of the pipes work are inclusive of excavation and refilling. The excavation etc. shall be done as follows :

The sewet trench shall be excavated to the alignment and gradient shown on the plan and

section. In all storts soil including oil masonary asphalt roads and wet. excavation . The sewer

excavation shall be commenced at the down stream end of the sewer and be continued upto the

gradient as directed. The trench shall not open more than 60 meters in advace of the completed sewer

only when directed by the Engineer in charge looking to

The progress of the work in obtaining the formation of the bottom of the trenches the usual

methods of suing sight rails and bonning roads shall be adopted during the whole of the process. The

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Ahmedabad Municipal Corporation

center line of uniform height shall be carried clearly on each rail. The depth of the excavation and

invert of the sewer shall be checked by means of bonning road of appropriate length and also straight

edge. The bed of the trench be shall well remmed before starting laying of sewer lines and cement

concrete and masonary work.

Where trenches are deep in bad grounds the sides shall be supported by suitable timbering of

shorting work looking to the nature of soil near big or important structures, the sides of the

trenchesshall be closely and securely timbered. If any settlement of the building is anticipated the

timbering shall be left in the ground. The various materials excavated shall be separately stacked so

that in refilling the may be relaid on the same order as before and least possible damage shall be done

carpet on the public roads and private properties. Surface covering consisting of asphalt carpet shall be

kept on one side and preserved for reinstatement. The excavated earth shall not heaped near the

trenchers so as to caused unnecessary obstruction along the pulling inspection, trenches etc. shall be

tunneled under only as necessary. The side of the trenches shall be nearly vertical and plumb & red

light shall be placed at each end at intervals as instructed and further protested by rope fence.

Necessary caution boards shall also be erected and diaced as directed by the Engineer in charge.

Wherever possible material excavated from the trenches of whatever kind shall not placed

nearer than 3 meters from the outer edge of the excavated trench. The utmost shall have to be taken

in refilling the trenches so that no damage may be done no sewer no lump shall be allowed to be put

around the sewer. The remming of the filling shall be done and well watered. The surplus earth shall be

removed directed within 30 meters lead. The measurement of the work shall be exact length and width

of the trench as specified or as per City Engineer instruction and depth shall be measured vertical as

per section upto invert or the pipe lind The City Engineer reserves the right of extra excavation on

either side if considers necessary for the safely of the work.

The bottom and sides of the trench shall be dressed in level and plumb in all directions before

any concrete in India. In case the excavation is done deeper than required no filling shall be allowed to

bring the formation to proper level but contractor shall have to lay cement or lime be concrete of filling

or other acceptable materials as directed by C.E. at contractor won cost so as to come to proper

information, in case bas formation are met with the work shall have be done as per instruction of C.E.

necessary arrangements for watering trenches must be provided be contractor and without proper

watering trenches will not be allowed to be tilled to further. Contractor shall have to makearrangement

for acees to invert of the sewer and for inspection of the ware as ordered by the Engineer. If is required

to shired or after the alignment section of diameter of the pip the contractor shall carry or altered the

alignment section or diameter of the pipe the contractor shall carry out the altered work at the rates

quoted by him for the original work for items and contractor shall not claim any expenses due to the

In case no work shall be done at night or on Sundays & other holidays and during the recess

time except in and other holiday the case of bad grounds such as running sand where the work must be

executed various day night without intruption when so ordered by the Engineer.

All existing water pipe storm drains sewer line railway tract, electric cables etc. which do not in

theopinion of Engineer required to be charged in location shall be supported and protected from injury

by the contractor. The contractor shall be liable to pay all damages to water pipe, drains electric and

telephone cables and to private property during the execution of this contract and the same will be

recovered from the running bills or the deposit of work whenever it becomes necessary in the opinion

of the Engineer in charge location of any existing sewers drains etc. not otherwise from in these

specification the contractor shall do the work of making such change and the work shall be paid for as

extra work. All places of public utility etc. shall be kept accessible for use. No extra payment shall be

made for land sides and side slopes done without prior approval of the Engineer in charge.

Wherever natural soil commends winder excavation the mentioned above the same shall be

given after approved C.E. The rate for excavation for easy jointing and caulking nothing extra shall be

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Ahmedabad Municipal Corporation

Refilling of trenches shall be done only after the grade of line and hydraulic test practicable of

the lines are checked and approved of and order given by the Engineer in charge. The refilling shall be

accompanied by through watering the layers of 0.50 metrs. Further refilling shall be done there after

and process should be repeated till trenches are completely refilled. Temping and ramming with

rammers shall have to be done at all place of important work where ordered by Engineer in charge.

After the trench is give the trenches shall have to be refilled within 4 days with complete watering. If

the contractor fails to do watering satisfactory corporation shall get it done at the risk and cost of the

contractor with or without giving any notice and the expenses incurred in doing so recovered from the

contactor either in cost or from his payment through bills.

The Mode of measurement and rate shall be given as per Rmt. basis

FOR DETAILED SPECIFICATION REFER R & B DEPT. BOOKLET FOR GENERAL TECHNICAL SPECIFICATION FOR

BUILDING WORKS, SECTION. NO. 24.1, PAGE NO.

Item no-13 roviding and fixing S.W. gully trap with C.I. grating brick masonry chamber and water tight C.I.

cover with frame of 300mm x 300mm size (inside) with standard weight.(i) Square mouth traps.

(A)100mm x 100mm size P type.

(1) Water shall conform to M-1. (2) Cement mortar of proportion 1 : 5 shall conform to to M-11.

(3) Burnt brick shall conform to M-15. (4) The S.W. Gulley trap of 100 mm. x 10-0 mm. size shall

conform to M-70.

Excavation for gulley trap shall be done true to dimensions and levels as indicated on plans or

as directed. The excavation work shall generally be done as per relevant specification of earth work.

The gulley trap shall be fixed over cement concrete 1 : 5 : 10 (1 cement : 5 sand : 10 graded

brick bats aggregate 40 mm. nominal size) foundation, 650 mm. square and 100 mm. thick. The depth

of top of concrete below the ground level shall be 675 mm. The jointing of gulley outlet to the branch

drain shall be done similar to jointing of S. W. pipe as described in item No. 24.1 (A).

Brick masonry chamber : After fixing and testing gulley and branch drain, a brick masonry 300 x

300 mm. inside with bricks in C. M. 1 : 5 (1 cement : 5 sand) shall be built be built with a 100 mm. brick

work round the gully trap from the top of bed concrete upto ground level. The space between the

chamber walls and the trap shall be filled with cement concrete 1 : 5 : 10. The upper portion of the

chamber i.e. above the top level of the trap shall be plastered inside with cement mortar 1 : 3 (1

cement : 3 sand) finished with floating coat of neat cement. The corners and bottom of the chamber

shall be rounded of so as to slope towards the grating.

Fixing FRC G.T. round cover with frame incl. fixing the same.

Mode of measurements & payment :

The rate includes cost of all labour, materials, tools and plant etc. required for satisfactory

completion of this item as described above.The rate shall be for a unit of one number basis.

Signature of Bidder Page 40 of

Ahmedabad Municipal Corporation

FOR DETAILED SPECIFICATION REFER R & B DEPT. BOOKLET FOR GENERAL TECHNICAL SPECIFICATION FOR

BUILDING WORKS, SECTION. NO. 24.19, PAGE NO.

Item No. 14 (A) & (b) 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 plate compactor to achieve the desired

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 plate compactor to achieve the desired density

For detailed specification refer latest edition of MoRTH.

The Mode of measurement and rate shall be given as per one cubic meter basis..

Item No. 15 Extra Rate Over Item Of Excavation Of Earth For Excavation Of Asphalt Pavement /

RCC Of Thickness Upto 0.20 Meter Including Demolishing The Asphalt Carpet,Metal,Soiling/Cutting

Reinforcement Etc.Comp. With Stacking The Material As Directed. Sub:-

A) Upto 0.20 Meter Thickness (By Manual).

Extra rate for excavation of asphalt payment / RCC of thickness upto 0.20 meter including

demolishing the asphalt carpet, metal, soiling, cutting reinforcement etc. complete with stacking the

materials as directed. The road surface of asphalt shall carefully be opened to full width as directed by

the Engineer in charge so as to remove all cracks or other damaged portions of road either manually

or with the soiling shall be first be stripped off for the whole width of trenches. All the materials shall

be separately deposited in such places as may be determined by the Engineer-in-charge. In case rubble

not being so deposited or being mixed up with the excavated materials will not be allowed for

refilling. The cost of materials shall be charged from the contractor. The decision of the C.E. shall be

final and binding to the contractor.

The Mode of measurement and rate shall be given as per one square meter basis.

B) 0.20 Meter To 0.30 Meter Thickness (By Breaker Machine Including Cost Of Operator, Fuel, &

Transportaion Etc Complete.

Extra rate for excavation of asphalt payment / RCC of thickness from 0.20 meter to 0.30 meter

including demolishing the asphalt carpet, metal, soiling, cutting reinforcement etc. complete with stacking the

materials as directed. For detailed specification refer item no.

The Mode of measurement and rate shall be given as per one square meter basis.

C) 0.30 Meter & Above (By Breaker Machine Including Cost Of Operator, Fuel, & Transportaion Etc

Signature of Bidder Page 41 of

Ahmedabad Municipal Corporation

Extra rate for excavation of asphalt payment / RCC of thickness 0.30 meter & above including

demolishing the asphalt carpet, metal, soiling, cutting reinforcement etc. complete with stacking the

materials as directed. For detailed specification refer item no.

The Mode of measurement and rate shall be given as per one square meter basis.

Item No. 16 P/F Name Board of 45X60 cm size showing grant detail with necessary painting &

writing letters as per given inst. & design etc comp.

This item includes providing, fabricating, and fixing a metal sheet(Patara) 60cm x 45cm size as per the

approved design and shall be painted with enamel paint. The necessary description shall be painted with

letters of appropriate fonts directed. Work in general shall be carried out as per instruction of engineer in

The Mode of measurement and rate shall be given as per number basis.

Item No: 17 Constructing Slab type Chamber of following size including excavation, refilling, BBCC (1:5:10),

for foundation, C.C.Channel (1:2:4) finished, 15 mm thick cement plaster inside & outside in CM 1:3,

finishing with cement slurry, P/F 4 mm dia M.S.Steel HDPE coated steps 35 cm c/c at 35 cm

staggered masonary in CM 1:5, RCC Slab in CC 1:1.5:3, including Centering & reinforcement but

excluding the cost of chamber seat cover etc..completed.(a) A) 0.60 X 0.45 mt. size Inside Clear,

Depth from 0.0 to 0.90meter for pipe dia <=150mm.

(B) 0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to 0.90meter for pipe dia <=20 mm.

(C) 0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 meter for pipe dia <=230 mm

The inspection chamber shall be constructed as per plan and section approved by the city engineer.

The specification for different items are as under:

This shall be done as per specification in Item No.

(ii) Brickbats cement concrete in proportion (1:5:10) For detailed specification refer R & B Dept.

booklet for General Technical Specification for building works , Page no. 31 , Section. No. 5.3.8(a)

(iii) Brickwork(1:5): For detailed specification refer R & B Dept. booklet for General Technical

Specification for building works , Page no. 43 , Section. No. 6.12(B).

(iv) C.C. Channels : Cement concrete of the invert and channels of manholes shall consist on a part

part of cement 2 part of sand, 4 part of black trap metal or other approved material of size 1/4' to 1'

well grade as per instruction.

The work shall be done as per P.W.D. hand book specification No. 20 and as per general instruction of

C.E. The rate includes all necessary materials mixing lifting placing ramming watering etc. the

expressed faces to be neatly of the channels shall be half round as per drawing and instructions of the

engineer in charge.

Signature of Bidder Page 42 of

Ahmedabad Municipal Corporation

(V)Cement Plaster(1:3) :For detailed specification refer R & B Dept. booklet for General Technical

Specification for building works , Page no. 104 , Section. No. 17.58(I) Except that the thickness of the

plaster shall be 15 mm instead of 10 mm.

FRC SEAT COVER:

Frame shall be fixed in cement concrete all around and finished with neat cement. The. F.R.C

(L.D.-25) chamber seat and cover shall be as per central store approved design. Cover [ 706 x 556 x

mm rectangular cover. 2.5 mt load design 50 x 2 mm MS flat all round. 12 mm ǿ plain round bar for

lifting the cover & should be fitted with plastic caps ] and frame [ 600 x 450 mm clear opening, outer

size 816x 666x100 mm.on the upper periphery of frame 25 x 3 mm wide M.S. flat should be well

embedded in concrete to protect the edge of frame ]etc.comp..

The M/s shall be on No. Basis.

Item No. 18 Constructing Slab Type M.H. Chamber Of The Following Size Including Excavation, Refilling,

Brick Bats Cement Concrete (1:5:10) of thickness 15 C.M., CC Channel (1:2:4) of thickness 10 C.M.,

finished 15 mm thick cement plaster inside & outside (Only for shaft) In Cm 1:3, Finishing With

Cement Slurry, P/F 4 Mm Dia M.S.Steel Hdpe Coated Steps 35 Cm C/C At 35 Cm Staggered

Masonary In Cm 1:5, Rcc Slab In Cc1:1.5:3 of thickness 15 C.M.,Including Cantering & Reinforcement

(Single jalli at 15 C.M. c/c bothway 10 mm dia.)But Excluding The Cost Of Manhole Seat Cover

Etc..Completed Of Size 0.75 X 1.00 Meter (Inside Clear, M.H. length should be parallel to the flow)

0.75 X 1.00 meter (Inside Clear) & (a) Depth from 0.00 to 2.00 mt. (b)Depth from 2.00 to 3.00 mt

The manholes shall be Dismantling of existing Arch type manhole up to Arch and then Const. Slab

type manhole as per plan and section approved by the Addl. C.E. The specifications for different items

of manholes are as under :

Excavation: This shall be done as per specification mentioned in item No. 2 Excavation.

Brickbats cement concrete in proportion (1:5:10) For detailed specification refer R & B Dept. booklet

for General Technical Specification for building works , Page no. 31 , Section.No. 5.3.8(a)

Brickwork(1:5):

For detailed specification refer R & B Dept. booklet for General Technical Specification for building

works ,Page no. 43 , Section. No. 6.12(B).

C.C. Channels :

Cement concrete for the inverts and channels of manholes shall consist of one parts of cement 2 parts

of sand and 4 parts of aggregates of black trap metal of approved materials of sizes from 0.6 to

cm. well graded as per instructions.

The rate includes all necessary materials mixing, laying and ramming and watering. The exposed faces

to be finished with neat cement as per instructions. The channel shall be half round in lies with the dia

of pipe as per drawing and instruction of the engineer in charge. Proper benching shall be provided at

both sides of the channel.

Cement Plaster(1:3) :

Signature of Bidder Page 43 of

Ahmedabad Municipal Corporation

For detailed specification refer R & B Dept. booklet for General Technical Specification for building

works , Page no. 104 , Section. No. 17.58(I) Except that the thickness of the plaster shall be 15 mm

instead of 10 mm.

4 mm dia M.S Steel HDPE coated steps 35 cm c/c at 35 cm staggered

For detailed specification refer R & B Dept. booklet for General Technical Specification for building

works , Page no. 159 , Section. No. 24.13 and fixation or any change at the site according to the

direction of Engineer-in-charge in charge

Carting of Surplus Earth :

The surplus earth which is left an site after refilling and proper watering of the trenches shall have to

be carted away upto a distance within 30 mts. & shall be spread at the site according to the direction

of Engineer-in-charge in charge.

RCC Work :- In general, plain and reinforced concrete work for manholes shall be carried out in

accordance with latest version of IS 456 unless otherwise specified in this specification. The slab of

manhole shall be cast with shutters lined with plywood and shall be smooth finished. For avoiding

surface cracks due to variation in atmospheric temperature and exposure to direct sunlight, RCC slab

of manholes after casting shall be kept wet. M 20 grade of concrete used for construction of RCC

manholes shall have minimum cement content of 360 kg/cum of concrete. Bar bending schedule for

reinforcement shall be prepared by contractor and got approved from owner/ engineer before

proceeding with the work. Minimum cover to the reinforcement shall be 40 mm.

The rate includes cost of all labour, materials, tools and plant and size etc. required for satisfactory

completion of this item as described above.& the drawing as per A.M.C Dr. S.O.R shall be final. The

rate shall be for a unit of one number basis.

Item no 19(a),(b),(c) & (d) Repairing damaged M.H. and rasing M.H. up to road level incl. removing damaged

brick work and repairing by brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and

existing MH sheet cover, removing the debris from MH and carting the same as directed.

Repairing damaged M.H. and rasing M.H. up to road level incl. removing damaged brick work

and repairing by brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing MH

sheet cover, removing the debris from MH and carting the same as directed. The M/s shall be on No.

Item no 20 Repairing damaged I.C./ Raising removing damaged brick work and repairing by brick masonry

in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing chamber sheet cover, removing

the debris from chamber and carting the same as directed.

Repairing damaged I.C./ Raising removing damaged brick work and repairing by brick

masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing chamber sheet cover,

removing the debris from chamber and carting the same as directed.

The M/s shall be on No. basis.

Item no 21 F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames Cover : 728mm ø & 100 mm

thick circular cover, 35.00 MT load design, 100x2mm MS flat allround, 16mm ø plain round bar for

lifting the cover & should be fitted with plastic cups. Frame : 560 mm ø clear opening, outer size-

888x888x175 mm. On the upper periphery of frame 25 x 3 mm wide MS flat should be well embed

Signature of Bidder Page 44 of

Ahmedabad Municipal Corporation

in concrete to protect the edges of frame. FRC E.H.D.-35 manhole cover & frame described as

(a)FRC heavy duty cover size 730 mm. & 90 mm thick circular cover 20 M.T. design load and frame

size 560 mm clear opening size 890 x 890 x 120 mm.

(b) FRC medium duty cover size 670 mm dia & 70 mm thick 10 M.T. load design and frame size

560 mm clear opening outer size 780 x 780 x 120 mm

© FRC medium duty Chamber seat cover (FRC) cover 706 x 556 x 50 mm rectangular cover frame

size 600 x 450 mm clear opening outer size 816 x 666 x 100 mm (MD-10)

(d)FRC light duty Chamber seat cover (FRC) cover with rectangular frame (LD-2.5)

(E) To (I) As per supply & testing required Central Store Circular

Providing and Supplying Fiber reinforced concrete circular cover of following dia,thickness and Load

design, with minimum concrete grade M30 and minimum cement content shall be 360 kg / m3, with

maximum water cement ratio of 0.45, minimum reinforcement shall be 70 kg/cmt of bars or with

welded wire mesh, The minimum volume of fibers shall be 0.5 % of the volume of the concrete.

equivalent dia of fiber shall not be greater than 0.75 mm, the length to eq.dia ratio of fiber shall be in

range of 50 to 80, 2mm th M.S. flat of full thickness around periphery of cover shall be provided, for

lifting arrangement 16 or 12 mm dia plain bar should be fitted with G.I. or plastic cup as per load

design incl. loading carting unloading stacking etc. complete as per IS 12592 & as directed.

The M/s shall be on NO basis.

Item no 22 Carting and Fixing M.H., Chamber or Catchpite Seat and Cover in line and level to match exisisting

road level in C.C. 1:2:4 and finishing smooth, watering and protecting for 7 days etc. complete as

directed. M.H. seat cover will be supplied byA.M.C.(from any store)

Carting and Fixing M.H., Chamber or Catchpite Seat and Cover in line and level to

match exisisting road level in C.C. 1:2:4 and finishing smooth, watering and protecting for

days etc. complete as directed. M.H. seat cover will be supplied byA.M.C.(from any store).

The M/s shall be on No. basis.

Item No. 23 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.

Mazdoor at day /Night

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. no labourer shall be

of age 18 years or below. contractor is required not to supply any child lobour. Supervisor or mukkadam

shall be supplied as per the in struction of Engg in charge. M/s. shall be on No. basis.

Signature of Bidder Page 45 of

Ahmedabad Municipal Corporation

Item no 24: Providing and operation dewatering Pump including fuel charges & operator Charges etc. as

directed etc. comp. (Shift for Eight Hour) (For Each Pump Set, No payment should be allowed for non

working condition of machinery )

Providing and operation dewatering Pump including fuel charges & operator Charges etc. as

directed etc. comp. (Shift for Eight Hour) (For Each Pump Set, No payment should be allowed for non

working condition of machinery )

M/s. shall be on Shift. basis.

Item no 25 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 laying work)

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 laying work)

M/s. shall be on Hour. basis.

Item no 26 Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work on site by using

Operator, fuel, power Supply etc. Complete as Directed. (No payment should be allowed for non

working condition of machinery and for pipe line excavation and M.H. work. Allowed only for break

Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work on site by

using Operator, fuel, power Supply etc. Complete as Directed. (No payment should be allowed for non

working condition of machinery and for pipe line excavation and M.H. work. Allowed only for break

M/s. shall be on Hour. basis.

ITEM NO :27 To provide Tractor with Hydraulic Trolley, driver with fuel, to carryout different works

during day/night for 12 Hrs. Shift. Work shall be carried out as per the instructions of

Engineer In-Charge. No extra charged shall be paid for night shift.

This item relates to provide Tractor with Hydraulic Trolley, driver with fuel, to carryout

different works during day/night for 12 Hrs. Shift. Work shall be carried out as per the

instructions of Engineer In-Charge. No extra charged shall be paid for night shift.

M/s. shall be on Shift. basis.

ITEM NO : 28 Supplying Electric Breaker Machine for RCC Slab or Asphalt Demolishing Work on site

by using Operator, fuel, power Supply etc. Complete as Directed. (No payment should be

allowed for non working condition of machinery and for pipe line excavation and M.H.

work. Allowed only for break down work)

This item relates to Supplying Electric Breaker Machine for RCC Slab or Asphalt Demolishing

Work on site by using Operator, fuel, power Supply etc. Complete as Directed. (No payment

should be allowed for non working condition of machinery and for pipe line excavation and

M.H. work. Allowed only for break down work)

M/s. shall be on Shift. basis.

Signature of Bidder Page 46 of

Ahmedabad Municipal Corporation

ITEM NO :- 29 Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to

mt including excavation, B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the prop. of

CM (1:6) with 40 mm thick IPS flooring in the prop M15 at bottom and 15 mm thick

cement plaster inside the catch pit in the proportion of CM (1:3) with out jali etc. comp.

This item relates to Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up

to 1 mt including excavation, B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the prop. of

CM (1:6) with 40 mm thick IPS flooring in the prop M15 at bottom and 15 mm thick cement

plaster inside the catch pit in the proportion of CM (1:3) with out jali etc. comp. as directed.

Measurements shall be given on Nos.basis.

All work should be done as per instruction of Engg. in charge.

REST OF THE ITEM SPECIFICATION AS PER SOP from Drainage SOR year-2016 Ahmedabad municipal

corporation or COMPETATIVE AUTHORITY OVER RULE BY CONDITION OF FORM B-1

Item no.30 Labour work for fixing any kind of paving with cement pointing in CM 1:2, including watering,

ramming etc comp. as dir.

Reinstatement of flooring to its original level with necessary BBSC/ and sand bedding etc. comp with

using old Nibhada stone/CC block in pointing with 1:2 cm as dire. The rate shall be for a unit of

Item No.31: Supplying and fixing Nimbhada ladi 37 to 50 mm thick for walk-way, covering the activity of

excavation, ramming, Laying on sand bedding as per requirement to fix the Nibhada Stone in Line &

Level with cement pointing in cement mortar 1:2 etc complete as directed.

1.Nimbhada stone : The material shall conform to M-48 Page No.-16 except that the stone shall be of

ordinary nimbhada stone instead of rough kota stone .

2. Sand : As per buiding booklet M-6 Page No.4.

3.Cement : As per buiding booklet M-3 Page No.3.

The work man ship shall conform to buiding booklet section no. 14,-14.46 (A), 2.0 page no.- 87 except

that the base shall be sand bedding of 5 cm thickness and cement pointing shall be in proportion 1:3

Mode of measurment shall be on smt basis

Item No.32: Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 60mm

thick with grade of concrete M300 pnumatic compressed / vibrated mechanically and as per approved

design Confirming to IS 15658 : 2006 including 35 mm Sand layer for levelling and filling the joint with

sand in proper line and level as per guidlines of IRC : SP 63- 2018 etc. Complete

Providing and laying inter lock type C.C. paving:

Signature of Bidder Page 47 of

Ahmedabad Municipal Corporation

Providing special superior quality paving of interlocking type superior quality of approved shape and

size pre-cast cement concrete block having crushing strength M-35 N/Sq. mm either plain or natural

colour in foot path, water table and kerb. Thickness of the C.C. block shall be 60mm, hydraulically

pressed in machine and well cured. Rate includes all lead and lift with carting at any site or in

Municipal Limit Stores, without brekage.

Mode of measurement shall be on Sq.mt Basis (As a laid on site)

Labour work for fixing above interlocking block on up to 50 mm th sand bedding leveling, watering

and fixing. Rate also includes average 30 cms depth excavation, filling, carting away debries /

excavated materials up to 5.0 kmt. Cleaning the site etc. comp. as directed.

C.C. Block shall be laid on 50 mm the sand bedding, leveling, etc. comp. Rate also includes up to

mm thick excavation and / filling and carting away derbries / excavated materials up to 5 kms lead.

Excavation shall be done to the reqd. depth & level & grade as shown to the contractor. The

foundation bed should be watered and consolidation before the bedding is laid. Block shall be laid in

line and level as per design / pattem in propor tion of coloured blocks approved by AMC.

The Mode of measurement and rate shall be given as per one square meter basis.

Excavation and compaction up to 30 cm in height. for footpath paving in all sorts of soil murrum

including sorting outs and stacking of useful materials stuff up to 50 mt. lead from excavated place

and same well be carting up to 5 km.

The scope of work includes manufacturing, supplying and laying of precast paver blocks at various

Retail outlets. The work includes:

1.1 Verification of the existing site condition and advising our project in charge to lay suitable

base course if required. Contractors are required to satisfy themselves with quality of sub grade, sub-

base course before the paver blocks are laid and suggest strengthening if required.

1.2 Clearing the site by removing all obstacles such as stones, debris etc. for laying of paver

1.3 Manufacturing of paver blocks in your plant as per requirements in technical specification

1.4 Supplying of paver blocks at site, including handling at both ends.

1.5 Laying of paver blocks at site as per requirement in technical specification, within shortest

possible time the site is public place hence care should be taken to ensure that the routine activities

shall not be disturbed. The job of laying may required to be carried out during night also.

Signature of Bidder Page 48 of

Ahmedabad Municipal Corporation

1.6 Testing of paver blocks through reputed Govt./Non Govt. Test house and submission of test

results as per requirements in Technical Specifications. AMC reserves the right to carryout test at

random. Cost for such tests to be borne by party.

1.7 The contractor shall guarantee that all material and components designed, fabricated,

supplied and laid by him shall be free from any type of defect due to faulty material and/or

workmanship/erection for a period of One year from the date of completion of work at individual

TECHNICAL SPECIFICATIONS:

I) Paver Block Manufacturing Facilities:

The Paver Block shall be made in factory with following minimum facilities:

1.1 Concrete Block making Machines:

The machine should be capable of producing high quality Paver Blocks by obtaining high level of

compaction by application of hydraulic compaction and also by high intensity vibration to the moulds.

The machine should have automatic control panel for uniformity in strength.

1.2 Concrete Batching & Mixing Plant: (Not essential)

The concrete Mix Design should be followed for each batch of materials. The concrete ingredient

should be mixed in concrete Batching & Mixing plant with minimum capacity of 30 cum/hour. The

plant should equip with automatic control panel for maintaining water cement ratio from batch to

batch to obtain concrete of uniform quality and strength. The plant should be equipped with

adequate mechanism for mechanized loading of raw materials into mixer and conveyor belt for

transportation of concrete from mixer to concrete block making machine to maintain quality of wet

The factory should have well designed curing area to ensure adequate curing of paver blocks.

1.4 Laboratory (Desirable but not essential):

The factory should have the following:

1) Compression testing machine of adequate capacity.

2) Other tools and equipment for testing raw materials and paver blocks.

3) Systematic record of test results of various paver blocks manufactured in the factory.

4) Concrete Mix Design for various grade of concrete used for making of paver blocks.

II) SPECIFICATIONS FOR COLOURED PAVER BLOCKS:

Signature of Bidder Page 49 of

Ahmedabad Municipal Corporation

Coloured concrete paver blocks shall be manufactured as per attached specifications using approved

colour Pigment of “BAYER” Make “BAYFERROX IRONOXIDE PIGMENTS” with minimum colour pigment

of 3% by weight of cement. The colour shade shall be “RED” as selected by AMC before

commencement of the work. White cement shall be used for colored pavers to obtain the desired

colour shade. The job also includes providing 50 mm thick sand bedding to match the shade of the

The colour of the paver block shall be guaranteed against fading of colour for period of 24 months

from the date of laying of the same at site.

III) PAVERS BLOCK CHARACTERISTICS:

The concrete pavers should have perpendicularities after release from the mould and the same

should be retained until the laying.

The surface should be reasonably smooth and of anti skid and anti glare type.

The paver should have uniform chamfers to facilitate easy drainage surface run off.

The pavers should have uniform interlocking space of 2mm to 3mm to ensure compacted sand filling

after vibration on the paver Surface.

The concrete mix design should be followed for each batch of materials separately and automatic

batching plant is to be used to achieve uniformity in strength and quality.

The pavers shall be manufactured in single layer only. Skilled labour should be employed for laying

blocks to ensure line and level of laying, desired shape of the surface and adequate compaction of the

sand in the joints.

The pavers shall be of cement gray colour without any pigment & for coloured pavers refer

“specifications for coloured pavers.”

The pavers are to be skirted all round with kerbing using solid concrete blocks of size 300mm X

300mm X 75mm. The kerbing should be embedded for 100mm depth. The concrete used for kerbing

shall be cured properly for 7 days minimum.

Signature of Bidder Page 50 of

Ahmedabad Municipal Corporation

IV) Paver Block Dimensions:

Thickness 60 mm to 80 mm

Shape Uniregular (Uniform Shape with no Hollow Or Creacks) I

shape, or any other shape approved by AMC.

Chamfer 4mm to 6mm along top edges

Colour a. Natural cement grey colour without use of any

b. For coloured pavers refer “specifications for

coloured pavers”

Dimensional (+/-) 2mm for length & width,

(+/-) 3mm for Height (Thickness)

V) Testing of Paver Blocks:

SR. * TEST SPECIFICATION Average Values (Average

of Minimum Five Samples/Site)

1 Compressive Strength Min. 20 N/Sqmn for 65 mm thick

2 Flexural Strength Minimum 20 N/Sqmm

3 Abrasion Resistance Maximum

4 Water Absorption Maximum 5.80%

5 Minimum Cement 330 Kg/Cum (Not Essential)

* Sampling and Testing procedure as per enclosed specifications

SAMPLING AND TESTING PROCEDURES FOR PAVER BLOCKS.

INTERNAL – Average of minimum 3 samples per 5000 Blocks.

Signature of Bidder Page 51 of

Ahmedabad Municipal Corporation

Essential – Minimum 2 Blocks per 10000 bocks. Average of minimum 8 blocks per site.

1. Sampling For Testing

Sampling for testing of paver blocks shall be done in accordance with Appendix-A.

2. Compressive Strength

Testing for compressive strength shall be undertaken in accordance with IS code. The average

compressive strength of the bocks tested shall be Min. 20 N/Sqmm.

3. Abrasion Resistance

Testing for abrasion shall be in accordance with IS 1237 (Specifications for Cement Concrete Floor

4. Flexural Strength

Testing for flexural shall be n accordance with IS 1237 (Specifications for Cement Concrete Floor Tiles)

5. Water Absorption

Testing for water absorption shall be in accordance with IS 2185:1979: Part I (Specifications for

Concrete Masonry Units)

Sampling of Paver blocks.

1. Method of sampling :

Before laying paver blocks, each designated section comprising not more than 50000 blocks, shall be

divided into ten approximately equal groups. Three blocks shall be drawn from each group.

2. Marking and identification :

All samples shall be clearly marked at the time of sampling in such a way that the designated sections

of part thereof, and the consignment represented by the sample, are clearly defined. The sample shall

be dispatched to the approved test laboratory taking precaution to avoid damage to the paving in

transit. Protect the paving from damage and contamination until they have been tested. The testing

shall be carried as soon as possible, after the sample has been taken. As soon as practicable after

sampling. The samples shall be stored in water at 20 degree C for 24 hours prior to testing.

DETAILED GENERAL TECHNICAL SPECIFICATIONS FOR BUILDING WORKS Approved

The Mode of measurement and rate shall be given as per Smt basis.

ITEM NO:33 & 34 Supplying and fixing of 380 mm H x 300 mm L x 200 mm B Kerb block

for Central Verge in M-20 grade using 20 mm nominal size black trap aggregate of

Sevaliya/Timba or equivalent quality for pre-cast blocks, reasonably exposed finish/

formwork, mould with well equipped with vibratory system for kerb stones of approved

design including curing, etc. complete, including the cost of formwork etc. complete.

The rate shall also include necessary cutting of asphalt, fixing the Kerb stones in line

and level on 5 cm thick sand bedding with necessary equipments and materials. The

Signature of Bidder Page 52 of

Ahmedabad Municipal Corporation

rate shall also include the flush pointing in CM (1:3) for all joints of the kerbstones.

Filling of zari alone the sides of the kerb stone fixed with Bituminous concrete / C.C.

mixed in proper position to flush with the road surface as directed by Engineer in

change to form a portable mixture. In any case Gravel or such type of materials shall

not be allowed for production.

The scope of work includes manufacturing, supplying of pre-cast Rubber mould reflective paver

blocks. The work includes :

1.1 Manufacturing of Rubber mould reflective paver blocks in your plant as per

requirements of AMC's technical specification.

1.2 Supplying of Rubber mould reflective paver blocks at site, including handling at both

1.3 Testing of Rubber mould reflective paver blocks through reputed Govt./Non Govt.

Test house and submission of test results as per requirements in Technical Specifications. AMC

reserves the right to carryout test at random. Cost for such tests to be borne by party incl. carting of

TECHNICAL SPECIFICATIONS :

I) Rubber mould reflective Paver Block Manufacturing Facilities:

The Rubber mould reflective Paver Block shall be made in factory with following minimum facilities &

shall be got approved before carting materials to site.

1.1 Concrete Block making Machines :

The machine should be capable of producing high quality Rubber mould reflective Paver

Blocks by obtaining high level of compaction by application of hydraulic compaction and also by high

intensity vibration to the moulds. The machine should have automatic control panel for uniformity in

1.2 Concrete Batching & Mixing

The concrete mix design should be followed for each batch of materials separately and

automatic batching plant is to be used to achieve uniformity in strength and quality.

The factory should have well designed curing area to ensure adequate curing of paver blocks.

1.4 Laboratory (Desirable but not essential):

The factory should have the following:

(i) Compression testing machine of adequate capacity.

(ii) Other tools and equipment for testing raw materials and paver blocks.

(iii) (1). Systematic record of test results of various Rubber mould reflective paver

blocks manufactured in the factory.

(2). Concrete Mix Design for various grade of concrete used for making of

Rubber mould reflective paver blocks.

II) SPECIFICATIONS FOR COLOURED RUBBER MOULD REFLECTIVE PAVER BLOCKS:

Signature of Bidder Page 53 of

Ahmedabad Municipal Corporation

Coloured concrete Rubber mould reflective paver blocks shall be manufactured as per specifications

using approved colour Pigment of “BAYER” Make “BAYFERROX IRONOXIDE PIGMENTS” with

minimum colour pigment of 3% by weight of cement. The colour shade shall be as selected by AMC

before commencement of the work. White cement shall be used for colored pavers to obtain the

desired colour shade.

The colour of the Rubber mould reflective paver block shall be guaranteed against fading of colour for

period of 3 months from the date of completion. Otherwise contractor shall have to replace it without

All other technical specifications & Procedure for testing & sampling of coloured Rubber mould

reflective pavers shall be as per attachment.

III)RUBBER MOULD REFLECTIVE PAVER BLOCKS CHARACTERISTICS:

The concrete Rubber mould reflective pavers should have

perpendicularities after release from the mould and the same

should be retained until the laying.

The surface should be reasonably smooth and of anti skid and anti glare type.

The Rubber mould reflective paver should have uniform chamfers to facilitate easy drainage surface

The Rubber mould reflective pavers should have uniform interlocking space of 2mm to 3mm to ensure

compacted sand filling after vibration on the paver Surface.

The Rubber mould reflective pavers shall be manufactured in single layer only.

The Rubber mould reflective pavers shall be of cement gray colour without any pigment & for coloured

Rubber mould reflective pavers refer “specifications for coloured Rubber mould reflective pavers.”

IV) Rubber mould reflective Paver Block Dimensions :

Shape Uniregular (Uniform Shape with no

Hollow Or Creacks) Uni, I shape, tri hex

or directed by Addl .C.E.

Chamfer 4mm to 6mm along top edges

Colour a. Natural cement grey colour

without use of any pigment.

b. For coloured Rubber mould

reflective pavers refer “specifications for

coloured pavers”

Dimensional (+/-) 2mm for length & width,

(+/-) 3mm for Height (Thickness)

V) Testing of Rubber mould reflective Paver Blocks :

SR. Average Values

NO. (Average of Minimum

Five Samples/Site)

Signature of Bidder Page 54 of

Ahmedabad Municipal Corporation

1. Compressive Min. 20 N/Sqmm for

Strength 60mm thick

2. Flexural Strength Minimum 4.5 N/Sqmm

4. Water Absorption Maximum 5.80%

* Sampling and Testing procedure as per enclosed specifications

SAMPLING AND TESTING PROCEDURES FOR RUBBER MOULD REFLECTIVE PAVER BLOCKS.

INTERNAL – Average of minimum 3 samples per 5000 Blocks.

Essential – Minimum 2 Blocks per 10000 bocks. Average of minimum 8 blocks per site.

1. Sampling For Testing

Sampling for testing of paver blocks shall be done in accordance with Appendix-A.

2. Compressive Strength

Testing for compressive strength shall be undertaken in accordance with standard test as suggested

3. Abrasion Resistance

Testing for abrasion shall be in accordance with IS 1237 (Specifications for Cement Concrete Floor

4. Flexural Strength

Testing for flexural shall be n accordance with IS 1237 (Specifications for Cement Concrete Floor Tiles)

5. Water Absorption

Testing for water absorption shall be in accordance with IS 2185:1979 : Part I (Specifications for

Concrete Masonry Units)

Sampling of Rubber mould reflective Paver blocks.

1. Method of sampling :

Before laying Rubber mould reflective paver blocks, each designated section comprising not more than

50000 blocks, shall be divided into ten approximately equal groups. Three blocks shall be drawn from

Signature of Bidder Page 55 of

Ahmedabad Municipal Corporation

The mode of measurement shall be on Rmt. basis. (As laid on site)

Item No. 35: Supplying good quality River sand in Municipal Store. inclu.. Loading unloading As

dire. By engg. Incharge.Sand should be good qulity & free from all orgnanic & other impuntes. The

work in general is carried out as per inst. of engg. in charge.

Supplying good quality River sand in Municipal Store. inclu.. Loading unloading As dire. By engg. Incharge.shall

Sand shall be medium/coarse natural sand, clean, well graded, hard, strong, durable and gritty. Sand particles

should be free from injurious amounts of dust, clay, kankar nodules, soft or flaky particles of shale, alkali,

salts, organic matter loam, mica or other deleterious substances and shall be got approved from the Engineer-

in-charge. The sand shall not contain more than 8% of silt as determined by field test and 3% by laboratory

test , if necessary the sand shall be washed to make it clean. All sand to be used for plaster, brickwork

concrete shall be strictly sieved by 4.75 mm seive.

Testing Standards :

A. Silt Content :

Sampling : Test shall be carried out for every 150 m3 of sand. The sample taken for testing shall weigh

Results : Permissible content shall be 3% in laboratory test & 8 % in field Test.

B. Fineness Modulus :

Sampling : Sampling shall be as in A.

Fine sand : 2.2 to 2.6 shall be used as earth filling in plinth, zari, etc.

Medium sand : 2.6 to 2.9 shall be sued for Brickwork and plaster.

Coarse sand : 2.9 to 3.2 shall be used for concrete.

In general, the fineness modulus of sand shall not be less than 2.5 and shall not exceed 3.0. A sand

having a fineness modulus more than 3.2 will be unsuitable for making satisfactory concrete.

C. The sieve analysis of sand shall be as under

IS Sieve % By weight IS Sieve % By Weight

Designation Passive sieve Designation passive sieve

The Mode of measurement and rate shall be given as per one cubic meter basis.

Item 36 & 54 As per Specification of specific materials Amc drainage S.O.R.-23-24 And road building SOR 23-

24 ISB specification material should be supply as per instruction incharges. Not should be extra payment

Signature of Bidder Page 56 of

Ahmedabad Municipal Corporation

Seal and Signature of the Bidder Addl. City Engineer

Date: Central Zone

Ahmedabad Municipal Corporation

Signature of Bidder Page 57 of

Ahmedabad Municipal Corporation

(A) Penalty For Maintenance and SLA Purpose: Penalties will be applied for work done after the SLA period

based on the following schedule:

Department Category Problem SLA 10% 20% 30% Penalty

Penalty Penalty (Hours)

(Hours) (Hours)

Engineering Water Water-low pressure 240 Hours 240 480

Engineering Water Water-No Supply 240 Hours 240 480

Engineering Water Water-Other 72 Hours 72 144

Engineering Water Water-Leakage In Main 48 Hours 48 96

Engineering Water Water-Pollution In Supply 240 Hours 24 48

Engineering Drainage Drainage- Manhole Cover 24 Hours 24 48

Engineering Drainage Drainage-Other 48 Hours 48 96

Engineering Drainage Drainage- Choking Of Line 48 Hours 48 96

Engineering Drainage Drainage-Public 72 Hours 72 144

Toilets/Urinals Blockage

Engineering Road Road-Other 48 Hours 48 96

Engineering Road Road-Bhuva On Road 48 Hours 48 96

Engineering Road Road-Repair Require 72 Hours 72 144

Engineering Storm Road-Waterlogged Due To 24 Hours 24 48

Engineering Storm Road-Catch Pit Repairing 96 Hours 96 192

Engineering Public Public Building-Repairing 360 Hours 360 720

Building of Doors, Windows, Tiles

Engineering Footpath Road-Footpath Repairing 168 Hours 168 336

Engineering Building Building-Municipal Schools 168 Hours 168 336

Note: If work is not completed after the penalty time limit, a penalty equal to the full amount of the work will

(B) Penalty 10% for New Allocated Works.

Signature of Bidder Page 58 of

Ahmedabad Municipal Corporation

Signature of Bidder Page 59 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNCIPAL CORPORATION

Central Zone - Engineering Dept.

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Description Of Item Net Rate Amount

Dismentaling tiled of stone floors laid in mortar

including stacking of serviceable materilas and

1 disposal of unserviceable materials with all lead and lift R & B 2485.00 Smt 47.25

Ah.City S.O.R.23-24 I.Code 20005 Page No.140

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

2 materials and disposing off the excavated stuff 650.00 Cmt 201.81

upto 50 Meter lead.(A) Loose or soft soil

R & B Ah.City S.O.R. 23-24 I.Code 04B001A Page No.50

Conveyance charges of lime, murrum, building, rubbish,

manure or sludge and excavated rock and fly ash J. 5.00 km R

3 & B Ah.City S.O.R.23-24 Statement-5 I.Code 030201A1 Page 586 Cmt 326.73

Providing & laying cement concrete 1:4:8 (1 cement :

coarse sand : 8 hand broken stone aggregates 40 mm

4 nominal size) and curing complete excluding cost of form 248.50 Cmt 2634.11

work in Foundation and plinth R & B Ah.City S.O.R.23-24

I.Code 05008A Page No.52

Providing formwork of ordinary timber planking so

as to give a rough finish including centering

shuttering strutting and propping etc. Height of

propping and centering below supporting floor to

5 ceiling not exceeding 4 M. and removal of the 740.00 Smt. 171.68

same for in situ reinforced concrete and plain

concrete work in. (A) Foundations Footings Bases of

Columns etc. and Mass concrete. R & B Ah.City S.O.R.23-24

I.Code 09001AA Page No.78

Providing TMT Bar FE 415 reinforcement for R.C.C.

work including bending, binding and placing in

position complete upto floor two level R & B Ah.City S.O.R.23-

24 I.Code 05014BA Page No.54

Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced

7 concrete work in (A) Foundations, footings, Base of 15.00 Cmt. 3977.88

columns and Mass concreteR & B Ah.City S.O.R.23-24 I.Code

05024AA Page No.56

Signature of Bidder Page 60 of

Ahmedabad Municipal Corporation

Providing and laying in position Ready Mixed M 200 grade

concrete for reinforced cement conctere

work , using cement content as per approved

Design Mix manufactured in fully automatic

batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having

continuous agitated mixer, manufactured as per

mix design of specified grade for reinforced cement

concrete work including pumping of R.M.C. from

transit mixer to site of laying, excluding the cost of

centering shuttering finishing and reinforcement

including cost of admixtures in recommended

proportions as per IS: 9103 to accelerate/ retard

setting of concrete, improve workability without

impairing strength and durability as per direction of

the Engineer - in - charge. Without Fly Ash (Min

cement level as per latest IS 456 shall be

maintained) R & B Ah.City S.O.R.23-24 I.Code 5055 Page

P/A Tremix With Dewartering Machine And Floater Machine

On Constructed Cc Work For Finishing The Surface As Per

Requirement. The Rate Including All Machinaries, Labor,

9 Loading, Unloading, Transportaion Etc Complete As Per 2485.00 Smt 48.21

Direction Given By Engineer In Charge. Repeated As Per ARC

Tender Approved Rate In AMC All Zone

Filling available excavated earth (excluding rock)

in trenches. plinth, sides of foundations etc. in

10 layers not exceeding 20 cm. in depth consolidating 30.00 Cu.M 129.10

each disposited layer by ramming and watering.

R & B Ah.City S.O.R.23-24 I.Code 4006 Page No.48

Providing and laying (to level or slopes) and jointing with stiff

mixture of Cement Mortar in proportion 1:1 Salt glazed

11 stoneware pipes including testing of pipes and joints 260.00 Rmt 211.05

complete.(A) 100mm dia. R & B Ah.City S.O.R.23-24 I.Code

24001AA Page No.172

Providing and laying (to level or slopes) and jointing with stiff

mixture of Cement Mortar in proportion 1:1 Salt glazed

12 stoneware pipes including testing of pipes and joints 125.00 Rmt 288.23

complete.(B) 150mm dia. R & B Ah.City S.O.R.23-24 I.Code

24001BA Page No.172

Providing and fixing S.W. gully trap with C.I. grating

brick masonry chamber and water tight C.I. cover

with frame of 300mm x 300mm size (inside) with

13 standard weight.(i) Square mouth traps. (A) 140.00 Each 1279.40

100mm x 100mm size P type. R & B Ah.City S.O.R.23-24

I.Code 24006AA Page No.173

Signature of Bidder Page 61 of

Ahmedabad Municipal Corporation

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

14 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)& Repeated As Per ARC

Tender Approved Rate In AMC All Zone

Production & Supply of WMM

Extra rate over item of excavation of earth for excavation of

asphalt pavement / RCC of thickness upto 0.20 meter

including demolishing the asphalt carpet,metal,soiling/cutting

15 Reinforcement etc.comp. with stacking the material as 0.00

directed.AMC Drainage / SWD pipe line S.O.R.Jan/2016

a) upto 0.20 meter thickness (By Manual) AMC Drainage /

SWD pipe line S.O.R.Jan/2016 Sr.4(a)

b) 0.20 meter to 0.30 meter (By Breaker Machine including

b cost of operator, fuel, & transportaion etc complete. AMC 345.00 Smt 178.57

Drainage / SWD pipe line S.O.R.Jan/2016 Sr.4(b)

c) 0.30 meter & above (By Breaker Machine including cost of

c operator, fuel, & transportaion etc complete. AMC Drainage / 1000.00 Smt 312.50

SWD pipe line S.O.R.Jan/2016 Sr.4©

P/F Name Board of 45X60 cm size showing grant detail with

necessary painting & writing letters as per given inst. &

16 design etc comp.Repeated As Per ARC Tender Approved Rate 30.00 No 223.21

In AMC All Zone

Constructing Chamber of following size including excavation,

refilling, BBCC (1:5:10) for foundation, C.C.Channel (1:2:4),

finished 15 mm thick cement plaster inside in CM 1:3,

17 finishing with cement slurry, Brick masonary in CM 1:5 &

excluding the cost of chamber seat cover etc..completed.

SOR - (Jan. 2016) Rates for work of Drainage / SWD pipe line

0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to

a 0.90meter for pipe dia <=150 mm. AMC Drainage / SWD pipe 13.00 No. 2261.61

line S.O.R.Jan/2016 Sr.11(a)

0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to

b 0.90meter for pipe dia <=20 mm.AMC Drainage / SWD pipe 9.00 No. 2874.11

line S.O.R.Jan/2016 Sr.11(b)

0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to

c meter for pipe dia <=20 mmAMC Drainage / SWD pipe line 6.00 No. 3905.36

S.O.R.Jan/2016 Sr.11©

Signature of Bidder Page 62 of

Ahmedabad Municipal Corporation

Constructing Slab Type M.H. Chamber Of The Following Size

Including Excavation, Refilling, Brick Bats Cement Concrete

(1:5:10) of thickness 15 C.M., CC Channel (1:2:4) of thickness

10 C.M., finished 15 mm thick cement plaster inside &

outside (Only for shaft) In Cm 1:3, Finishing With Cement

Slurry, P/F 4 Mm Dia M.S.Steel Hdpe Coated Steps 35 Cm C/C

At 35 Cm Staggered Masonary In Cm 1:5, Rcc Slab In Cc1:1.5:3

18 of thickness 15 C.M.,Including Cantering & Reinforcement

(Single jalli at 15 C.M. c/c bothway 10 mm dia.)But Excluding

The Cost Of Manhole Seat Cover Etc..Completed Of Size

X 1.00 Meter (Inside Clear, M.H. length should be parallel to

the flow)SOR - (Jan. 2016) Rates for work of Drainage / SWD

1.00 to 2.00 meter depth, (Slab at Ground level) (for pipe dia

a <=230 mm) AMC Drainage / SWD pipe line S.O.R.Jan/2016 2.00 No. 5651.79

2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From G.L.)

b (for pipe dia <=300 mm) AMC Drainage / SWD pipe line 3.00 No. 11395.54

S.O.R.Jan/2016 Sr.12(b)

Repairing damaged M.H. and rasing M.H. up to road level

incl. removing damaged brick work and repairing by brick

masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I.

19 steps and existing MH sheet cover, removing the debris

from MH and carting the same as directed. SOR - (Jan. 2016)

Rates for work of Drainage / SWD pipe line

(A) up to 0.15 mt. (@ Two Coarse) AMC Drainage / SWD pipe

line S.O.R.Jan/2016 Sr.21(a)

(B) up to 0.35mt. (@ Four Coarse)AMC Drainage / SWD pipe

line S.O.R.Jan/2016 Sr.21(b)

(C) up to 0.65 mt. (@ Seven Coarse)AMC Drainage / SWD pipe

line S.O.R.Jan/2016 Sr.21©

(D) up to 0.90 mt. (@ Ten Coarse )AMC Drainage / SWD pipe

line S.O.R.Jan/2016 Sr.21(d)

Repairing damaged I.C./ Raising removing damaged brick

work and repairing by brick masonry in C.M. 1:5 and plaster

in C.M. 1:3 and fixing C.I. steps and existing chamber sheet

20 cover, removing the debris from chamber and carting the 15.00 No. 401.79

same as directed. SOR - (Jan. 2016) Rates for work of

Drainage / SWD pipe lineAMC Drainage / SWD pipe line

S.O.R.Jan/2016 Sr.22

As per Central Store Circular No.01/2025-26 Dt.

21.04.2025(SET cover and frame) F.R.C. Extra Heavy Duty

21 [EHD-35] Machinehole Covers & Frame- 560mm ø clear 6.00 No. 6165.25

opening, The dimension of frame and cover as per mentioned

in Amend No. to IS 12592 : 2002 table 1 Sr.No.1

(SET cover and frame) F.R.C. Heavy Duty [HD-20]

Machinehole Covers & Frames- 560mm ø clear opening, The

a dimension of frame and cover as per mentioned in Amend 35.00 No. 5889.83

No.1 to IS 12592 :2002 table 1 Sr.No.2

(SET cover and frame) F.R.C. Medium Duty [MD-10]

Machinehole Covers & Frames- 560mm ø clear opening, The

b dimension of frame and cover as per mentioned in Amend 14.00 No. 4025.42

No.1 to IS 12592 :2002 table 1 (SET cover and frame)Sr.No.3

Signature of Bidder Page 63 of

Ahmedabad Municipal Corporation

(SET cover and frame) F.R.C. Light Duty [LD-2.5] Machinehole

Covers & Frames- 560mm ø clear opening, The dimension of

c frame and cover as per mentioned in Amend No.1 to IS 12592 18.00 No. 3050.85

: 2002 table 1 Sr.No.4

(SET cover and frame) F.R.C. Medium Duty [MD-10] Chamber

Covers & Frame- 600 x 450 mm clear opening, The dimension

d of frame and cover as per mentioned in Amend No.1 to IS 13.00 No. 4025.42

12592 : 2002 table 1 Sr.No.5

(SET cover and frame) F.R.C. Light Duty [LD-2.5] Chamber

Cover & Frame - 600 x 450mm clear opening,The dimension

e of frame and cover as per mentioned in Amend No.1 to IS 14.00 No. 3262.71

12592 : 2002 table 1 Sr.No.6

(SET cover and frame) F.R.C. Light Duty [LD-2.5] Chamber

Cover & Frame:-450 x 450mm clear opening,The dimension

of frame and cover as per mentioned in Amend No.1 to IS

12592 : 2002 table 1 Sr.No.7

As per Central Store Circular No.02/2024-25 Dt. 14.10.2024

Sr.No.1 (F.R.C. Strom Water Grating Grating(Jali): 740 x 740 x

90mm square jali, 20:00 MT load design, 90x2mm MS flat

allround,Frame: 600 x 600mm clear opening, outer size- 900 x

g 900 x 165 mm. On the upper periphery of frame 25 x 3mm 17.00 No. 5173.73

wide MS flat should be well embded in concrete to protect

the edges of frame

As per Central Store Circular No.02/2024-25 Dt. 14.10.2024

Sr.No.2 F.R.C. Strom Water Grating Grating(Jali): 690 x 690 x

70mm square jali, 20:00 MT load design, 70x2mm MS flat

allround,Frame: 600 x 600mm clear opening, outer size- 800 x

h 800 x 120 mm. On the upper periphery of frame 25 x 3mm 13.00 No. 4741.53

wide MS flat should be well embded in concrete to protect

the edges of frame

As per Central Store Circular No.02/2024-25 Dt. 14.10.2024

Sr.No.3 F.R.C. Strom Water Grating Grating(Jali): 620 x 620 x

75mm square jali, 20:00 MT load design, 75x1.2mm MS flat

allround,Frame: 500 x 500mm clear opening, outer size- 770 x

I 770 x 135 mm. On the upper periphery of frame 25 x 1.5 mm 6.00 No. 4734.75

wide MS flat should be well embded in concrete to protect

the edges of frame

Carting and Fixing M.H., Chamber or Catchpite Seat and

Cover in line and level to match exisisting road level in C.C.

1:2:4 and finishing smooth, watering and protecting for

22 days etc. complete as directed. M.H. seat cover will be 20.00 No. 750.00

supplied byA.M.C.(from any store) AMC Drainage / SWD pipe

line S.O.R.Jan/2016 Sr.24

Supplying, labour for break down repairing work for activities

like excavation, disliting, removing debris from trench back

23 filling etc. comp. as directed by Eng.in charge. 0.00

Labour charges - Mazdoor (Female) R & B Ah.City S.O.R.23-

24 I.Code L021 Page No.39

Labour charges - Mazdoor (male) R & B Ah.City S.O.R.23-24

I.CodeL022 Page No.39

Signature of Bidder Page 64 of

Ahmedabad Municipal Corporation

Providing and operation dewatering Pump including fuel

charges & operator Charges etc. as directed etc. comp. (Shift

for Eight Hour) (For Each Pump Set, No payment should be

24 allowed for non working condition of machinery ) SOR - (Jan. 30.00 Shift 535.71

2016) Rates for work of Drainage / SWD pipe line Machinery

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

laying work) SOR - (Jan. 2016) Rates for work of Drainage /

SWD pipe line Machinery Sr.4

Supplying Pneumatic Breaker Machine for RCC Slab or

Asphalt Demolishing Work on site by using Operator, fuel,

power Supply etc. Complete as Directed. (No payment should

be allowed for non working condition of machinery and for

26 pipe line excavation and M.H. work. Allowed only for break 100.00 HR. 535.71

down work) SOR - (Jan. 2016) Rates for work of Drainage /

SWD pipe line Machinery Sr.10

To provide Tractor with Hydraulic Trolley, driver with fuel, to

carryout different works during day/night for 8 Hrs. Shift.

Work shall be carried out as per the instructions of Engineer

27 In-Charge. No extra charged shall be paid for night shift. 15.00 Shift 2104.09

GWSSB S.O.R 22-23 Machinery Sr.7 page no.105

Supplying Electric Breaker Machine for RCC Slab or Asphalt

Demolishing Work on site by using Operator, fuel, power

Supply etc. Complete as Directed. (No payment should be

allowed for non working condition of machinery and for pipe

28 line excavation and M.H. work. Allowed only for break down 125.00 Shift 1071.43

work) ( Based on Previously approved rate by C E sir ) SOR -

(Jan. 2016) Rates for work of Drainage / SWD pipe line

Constructing Bombay Pattern Type Catch Pit of size 0.60 x

0.60 depth up to 1 mt including excavation, B.B.C.C. (1:5:10),

23 cms thick brick maso. wall in the prop. of CM (1:6) with

mm thick IPS flooring in the prop M15 at bottom and 15 mm

29 thick cement plaster inside the catch pit in the proportion of 22.00 No. 3125.00

CM (1:3) with out jali etc. comp. as directed SOR - (Jan. 2016)

Rates for work of Drainage / SWD pipe line Work Sr.1

Labour work for fixing any kind of paving with cement

pointing in CM 1:2, including watering, ramming etc comp. as

30 dir.For pavementSOR - (Jan. -2016) for Central Verge / 0.00

Footpath / Stone Paving

I) Laying on Sand bedding as per requirement to fix the

C.C.Block / Nibhada Stone in Line & Level AMC Central Verge

a / Footpath / Stone Paving S.O.R.Jan/2016 Sr.4 I Code 10 450.00 Smt 69.64

Signature of Bidder Page 65 of

Ahmedabad Municipal Corporation

Supplying and fixing Nimbhada ladi 37 to 50 mm thick for

walk-way, covering the activity of excavation, ramming,

Laying on sand bedding as per requirement to fix the Nibhada

31 Stone in Line & Level with cement pointing in cement mortar 0.00

1:2 etc complete as directed.SOR - (Jan. -2016) for Central

Verge / Footpath / Stone Paving

Nimbhada ladi paving (37 to 50 mm.) AMC Central Verge /

Footpath / Stone Paving S.O.R.Jan/2016 Sr.8

Providing and fixing pre-cast Rubber Dye / steel Dye

interlocking concrete block 60mm thick with grade of

concrete M300 pnumatic compressed / vibrated mechanically

and as per approved design Confirming to IS 15658 :

32 including 35 mm Sand 1560.00 Smt. 680.10

layer for levelling and filling the joint with sand in

proper line and level as per guidlines of IRC : SP 63-

2018 etc. Complete.R & B Ah.City S.O.R.23-24 (P.123

Supplying and fixing of 380 mm H x 300 mm L x 200 mm B

Kerb block for Central Verge in M-20 grade using 20 mm

nominal size black trap aggregate of Sevaliya/Timba or

equivalent quality for pre-cast blocks, reasonably exposed

finish/ formwork, mould with well equipped with vibratory

system for kerb stones of approved design including curing,

etc. complete, including the cost of formwork etc. complete.

The rate shall also include necessary cutting of asphalt, fixing

the Kerb stones in line and level on 5 cm thick sand bedding

with necessary equipments and materials. The rate shall also

include the flush pointing in CM (1:3) for all joints of the

kerbstones. Filling of zari alone the sides of the kerb stone

fixed with Bituminous concrete / C.C. mixed in proper

position to flush with the road surface as directed by

Engineer in change to form a portable mixture. In any case

Gravel or such type of materials shall not be allowed for

production. AMC Central Verge / Footpath / Stone Paving

S.O.R.Jan/2016 Sr.1

Providing and fixing pre-cast concrete kerb stone of gray

cement based concrete block 30cm length,30cm height and

15cm thick of M200 grade concret as per approved design

34 and including excavation for fixing in proper line and 75.00 Rmt. 376.43

level,filling the joint with C:M 1:3 (1cement:3fine sand) etc

complete.R & B Ah.City S.O.R.23-24 I.Code 14032 Page

Supplying good quality River sand free from foreign materials,

impurities etc comp as dire at different store of khadiya ward

with loading and unloading etc comp R & B Ah.City S.O.R.23-

35 24 mat.Sr.191 page 13 + Statement 5 Col.5 + ABOVE 50Km. 30.00 Cmt 588.50

Providing and supplying cement as in good condition to use

purchase from the market in amc store incl. loading,

36 unloading and stacking as directed by engg. Incharge GWSSB 30.00 Bag 323.00

SOR 22-23 Page no.10 Sr.No.8

Signature of Bidder Page 66 of

Ahmedabad Municipal Corporation

Supplying grit size of 6.3 to 10 mm size at all road store of

khadiya ward incl. loading unloading grit shall consists of

crushed or broken stone and be hard strong dense, durable

clean form dust of proper gradation and free from skin on

37 coating likely to preven proper adhension of mortar R & B 20.00 Cmt 803.67

Ah.City S.O.R.23-24 mat.Sr.158 page 13 + Statement 5 Col.5 +

Providing and supplying Chhakdo Rickshaw/chhota hathi type

vehicle during day and night shift at road store incl. fuel and

38 driver charges etc.comp. as dire.( shift for 10 hrs.)GWSSB SOR 100.00 Day 1153.24

22-23 Item No.7 Page NO.105

Making 15 mm groove in RCC work on road and filling it with

polysulfied selant and finished it good incl.all labour charges

39 etc comp as directed.Repeated As Per ARC Tender Approved 1050.00 Rmt. 26.79

Rate In AMC All Zone

Providing & Laying For Approved Quality Floor Hardner @

Kg/Smt. machinaries, labor, loading, unloading,

40 transportaion etc complete as per direction given by 1050.00 Smt. 53.57

engineer in charge.Repeated As Per ARC Tender Approved

Rate In AMC All Zone

Painting Two Coats on divider and footpath curb surface /

New Concrete Surface (Painting two coats after filling the

41 surface with synthetic enamel paint in all shades on new 1500.00 Smt. 71.86

plastered concrete surfaces)Repeated As Per ARC Tender

Approved Rate In AMC All Zone

Providing and supplying of Class SN8 Structured Wall

polyethelenePipingsystems(Pipewithonline/offlinecouplerand

elastomeric sealing ring) with non-smooth External Annular

CorrugatedandSmoothInternalSurfaces(DoubleWall)

fornonpressure underground Sewerage&Drainage application

50 as per EN:13476-3 (manufacturewithAnti-roadentChemical)

including all local andcentral taxes, transportation, freight

charges,octroi, inspection charges, loading,

unloading,conveyance to the departmental stores etc.

complete. (ID Dia)DWC Pipe

(a) 100 mm dia 325 Rmt. 208.00

(b) 200 mm dia 200 Rmt. 738.00

(c) 250 mm dia 50 Rmt. 1004.00

Signature of Bidder Page 67 of

Ahmedabad Municipal Corporation

Lowering, laying and jointing of class SN8 structuredwall (

External Annular Corrugated & Smooth Internal surface)

PolyethylenePipingandfittingswiththehelpofcoupler(online/

off line ) attached with one end of pipes, sliding over the

elastomericsealingrubberringplacedonthespecifiedvalleyofthe

corrugationat thespigot end, loweringthesameinto the

trench, layingonthelowerbedding(constructedatbottomof

trenches)at prescribedgradient,depth&alignment,

51 testingthewatertightness of the joints, ensuring the

continuity tests of specified pipe segmentsetc. completeasper

drawing, specifications&detailed

engineering,includingcarriageofpipes&fittingsfromsitestacks

to the place of laying etc. as per direction of Engineer-in-

(a) 100 mm dia 325 Rmt. 21.00

(b) 200 mm dia 200 Rmt. 33.00

(c) 250 mm dia 50 Rmt. 42.00

Providing&ConstructingPrecastRCCMachineholeinRCCM-40

grade Controlled concrete as per drawing, in OPC including

excavation,80mmthickP.C.C. inM-

52 15,ReinforcementinTMT500,PVCFoot

steps,Providing&fixingFRCManholeframe& cover including

inside epoxy paint complete etc.

For 200 & 250 dia. Pipe (upto 3 m. depth)

(i) 0.5 dia x 1.25m Depth after rate reduction approved rate

MC (CZ) Reso.No.25 Date 29.06.2026

(i) 0.6 dia x 1.25m Depth after rate reduction approved rate

MC (CZ) Reso.No.25 Date 29.06.2026 4 No. 15625.00

(ii) 0.6 dia - 1.26 to 1.99 m after rate reduction approved rate

MC (CZ) Reso.No.25 Date 29.06.2026 4 Rmt. 3385.00

(i) 0.9 dia x 1.25m Depth 4 No. 30105.00

(ii) 0.9 dia - 1.26 to 1.99 m Depth 4 Rmt. 8375.00

(i) 0.9 dia x 2.0m Depth 4 No. 36170.00

(ii) 0.9 dia - 2.01 to 2.99 m Depth 4 Rmt. 8208.00

For 300 & 450 dia. Pipe (upto 4 m. depth)

(i) 1.2 dia x 2.0m Depth 4 No. 39704.00

(ii) 1.2 dia - 2.01 to 2.99 m Depth 4 Rmt. 9034.00

Providing and fixing M.S. grills of required pattern

to wooden frames of windows etc. with M.S. flats at

required spacings and frame alround, square or

53 round bars with round headed bolts and nuts or by 1876 Kg 143.64

screws. (B) ORNAMENTAL GRILL R & B Sor 23-24 ah.city

I.Code 10025BA I.No.10.1 page no.

Signature of Bidder Page 68 of

Ahmedabad Municipal Corporation

Providing and fixing Swiss type bollard made out of 1.5mm

CRC sheet ,height 140cms,bottom dia 23cm,top dia 12cm

with direction plate of 30 cm dia fabricated necessary

anchors as directed and also provide through out lengh pipe

of 25 NB for the strenthing of bollard and reflectorised Micro

54 Prismatic Grade Sheet (Type XI)and three yellow strip 6 8.00 No. 3750.00

Inches wide of Type XI Retro reflective Sheeting, fixing with

P.C.C M25 grade concrete(Foundation size

30cm×30cm×35cm).(As per approved RA of

Traffic Department)

Seal and Signature of the Bidder Addl. City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 69 of