Repairing Footpath and Central Verg at Chamanpura area main road and internal road in Asarva Ward

Name of work :- bæg Ítul ymthJt Jtuzobtk ytJuj ablvwht rJM<thltk bwÏg <&t RLxlj hM<t vhle Vwxvt&

<&t muLx[j Jso hevuhekd fhJtlt k ftb ctc<.

Tender Invited on Behalf of AMC, Central Zone.

Assistant Manager, Central Zone,

Central Zone Zonal Office”, B – Wing,

Third Floor,Sardar Patel Bhavan,

Danapith, Ahmedabad-380001.

Signature of Bidder Page 2 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

Notice inviting Tender

Competent authority on behalf of Municipal Commissioner of Add.city.engineer. 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 bæg Ítul ymthJt Jtuzobtk ytJuj ablvwht rJM<thltk bwÏg <&t RLxlj hM<t

vhle Vwxvt& <&t muLx[j Jso hevuhekd fhJtlt k ftb ctc<.

2 Estimated Tender Amount Rs. 9,94,949.55 (excluding of GST). GST will be paid extra by

AMC/Authority at prevailing rate to the contractor.

3 Tender fee Rs.

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

4 Time Limit 09 Months

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

Documents loaded mentioned AS PER TENDER NOTICE INVITED

6 Required registration Register “E-2” class having in Road Works in PWD in Govt. R&B /

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

7 Earnest Money Deposit Rs. 9,949.00- (Demand Draft / pay order / Bank Guarantee in favour of

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

(1 % of Estimate put to as 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 The whole tender shall be submitted by two modes.

Tender Documents • Whole tender shall be submitted only on www.nprocure.com

website as per Schedule mentioned in Notice inviting

• 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.

Tenders. The 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 Item

rate in 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.

Signature of Bidder Page 3 of

Ahmedabad Municipal Corporation

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

pay order / Bank Guarantee in favour of Municipal Commissioner,

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

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

and the issuing branch of bank guarantee shall be of Ahmedabad City

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

days beyond Date of completion of work.

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

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

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

charged by AMC.

15 Deductions from Running

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

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

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

deducted from each running bill.

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

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

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

• All the circulars which were published by Authorities of AMC time by time will be applicable on said Tender

and bound to bidder with out any condition.

• Conditional tenders will not be accepted in any case. Municipal Commissioner reserves the rights to reject any

or all the tenders without assigning any reasons thereof.

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

signatory holding Power of Attorney and Digital Signatory are not the same, the bid shall be considered non-

Seal and Signature of the Bidder Add.city.engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 4 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 :- bæg Ítul ymthJt Jtuzobtk ytJuj ablvwht rJM<thltk bwÏg <&t RLxlj hM<t vhle Vwxvt& <&t muLx[j Jso hevuhekd fhJtltk ftb

I/We the undersigned have carefully gone through and clearly understood the Tender documents of above mentioned

project comprising of Notice Inviting tenders, Articles of Agreement, Scope of work, Definition of terms, notes

Instructions/Information to Bidder, Condition of Contract, special condition of contract, Appendices, Specifications, Bill of

Quantities, furnished by AHMEDABAD MUNICIPAL CORPORATION.

I/We do hereby offer to execute and complete the whole of the work within the time specified all in accordance with the

specification, designs, drawing and instruction in writing referred to in the said document and with such materials as mentioned

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

these conditions.

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

contract, according to your form 1 of agreement as or in default where of I/we bound myself/ourselves to forfeit the "Earnest

Money Deposit."

I/We understand that if I/We shall not enter in agreement within fifteen days or as decided by AMC from the date of

receipt of letter of acceptance, you will forfeit the earnest money paid by me/us and take necessary action as deemed fit.

I/We have enclosed a Demand Draft / Bank Guarantee as an “Earnest Money Deposit", for the sum as mentioned in NIT,

the full value of which is to be absolutely forfeited to the Employer If I/We fail to commence the work specified. Otherwise the

Employer shall retain the said sum, as on account of such Security Deposit as provided for in the aforesaid documents.

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

aforesaid documents.

I/We understand that Municipal Commissioner is not bound to accept the lowest or any tender, which are received. I /

We also understand & agree that Municipal Commissioner Reserves the right to allot number of tenders to successful bidders at

his sole discretion in case if I / We am/are lowest in more than one tender.

I/We am/are bound to execute the job if the work order is issued within 120 days from the date of opening of the tender.

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

conditions. I am also bound to submit all supporting Genuine Original documents as and when asked and if any discrepancy found

in such documents as well as in the executed Work with respect to Quality/Quantity at any stage of work or even after completion

of work, it will be solely my Responsibility. I am bound to prove originality of all documents submitted by me and if any Documents

found false/fake then Municipal Commissioner/AMC has right to take any action/penalty/punishment against me.

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

road is found to be of an inferior quality under this contract than in such case Municipal Commissioner/AMC has right to debar/

blacklist permanently.

I/We agree to pay the Government income-Tax, GST/Sales-Tax (Central and State), Octroi duties, Royalty on material (i.e.

Aggregate, Sand etc.) And any other taxes prevailing and from time to time on such items on which the same are leviable and the

rates quoted by me/us are inclusive of the same.

Yours faithfully

Date: Seal and Sign of Contractor

Signature of Bidder Page 5 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

2.0 Source of Funds

Ahmedabad Municipal Corporation has arranged the fund for this project.

3.0 Eligible Bidders

3.1 The Invitation for Bids is open to all eligible bidders meeting the eligibility criteria as defined in this tender.

3.2 All bidders shall provide Qualification Information and Forms of Bid mentioned in the Clause-14. An agency

that has been engaged by the Employer to provide consulting services for the preparation or supervision of the

works, and any of its affiliates, shall not be eligible to bid.

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

blacklisted/ debarred for specified period by AMC, Governement of Gujarat, Government of India or any other

entity controlled by it, would not be eligible to submit the Bid.

4.0 Qualification of the Bidder

4.1 Requires registration:-

Register 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

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

proof of the qualification requirements; and/or

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

inordinate delays in completion, litigation history, or financial failures etc. or debarring from AMC work etc.

• Tampered the bid document in any manner.

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

restricting competition.

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

manner whatsoever.

• Proposal not submitted in accordance with this tender.

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

• The bidder qualifies the proposal with his own conditions.

• Proposal is received after due date and time.

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

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

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

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

language adopted for tender preparation.

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

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

Signature of Bidder Page 6 of

Ahmedabad Municipal Corporation

• 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 withstanding the above, the Employer may debar or blacklist any of the bidder(s) for their misleading or

false representations in the forms statements etc. for the period to be decided by the Employer.

6.0 Cost of Bidding

The bidder shall bear all costs associated with the preparation and submission of his Bid. Employer will in no

case be responsible and liable for those costs.

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

the site of Works and its surroundings including source of earth, water, road aggregates etc. and obtain all

information that may be necessary for preparing the Bid and entering into a contract for construction of the

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

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

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

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

www.tender.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.

Signature of Bidder Page 7 of

Ahmedabad Municipal Corporation

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

bids, the Employer may, at his desecration, extend as necessary the deadline for submission of bids.

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

made through such addendum shall be applicable & bound to 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 bid:

• Required Registration Certificate

• Other requested documents

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

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 Rupees.

15.0 Bid Validity

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

shall be rejected by the Employer as non-responsive.

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

bidders may extend the period of validity for a specified additional period. The request and the bidders'

responses shall be made in writing or by cable. A bidder may refuse the request without forfeiting his bid

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

required to extend the validity of his bid security for a period of the extension.

16.0 Earnest Money / Bid Security

Signature of Bidder Page 8 of

Ahmedabad Municipal Corporation

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

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

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-responsive.

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

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

Signature of Bidder Page 11 of

Ahmedabad Municipal Corporation

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

when the successful bidder has furnished the required security deposit and signed the agreement.

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

furnished the required security deposit.

16.7 The Bid Security shall be forfeited,

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

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

(i) sign the Agreement; or

(ii) Furnish the required security deposit.

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

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

shall be of Ahmedabad City only.

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

value in accordance with the stamp Act applicable to that particular state of Indian Union, where executed.

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

D. SUBMISSION OF BIDS

17.0 Sealing and Marking of Bids

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

sealed envelopes shall be sealed in an outer envelope. The Bid envelopes shall be marked as follows:-

• Complete Tender Document with 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

17.2 The inner and outer envelopes

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

Assistant Manager - Central Zone,

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

Danapith, Ahmedabad-380001.

c) Bear the following identification:

Indicate the name and address of the bidder.

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

the misplacement or premature opening of the bid.

18.0 DEADLINE FOR SUBMISSION OF THE BID

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

address specified in bid information not later than the date indicated on the face sheet of the document. In

the event of the specified date for the submission of bids declared a holiday for the Employer, the Bids will be

Signature of Bidder Page 12 of

Ahmedabad Municipal Corporation

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

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

NIT, at the following address:

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

18.2 AMC assumes no responsibility for inability of a bidder to submit bids through (n) procure e-tendering portal

on account of delay in submission at bidder's end. Bidder shall ensure that they submit the bid well before the

"Due Date & Time of Bid- Submission". AMC shall not be responsible if bidder is not able to submit the bid on

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

18.3 The Employer may extend the deadline for submission of bids by issuing an amendment in accordance with

respective Clause, in which case all rights and obligations of the Employer and the bidders previously subject to

the original deadline will then be subject to the new deadline.

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

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

20.0 NOTIFICATION OF AWARD & SIGNING OF AGREEMENT

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

the Bid validity period by writing, facsimile or e-mail confirmed by registered letter. This letter (hereinafter and

in the Conditions of Contract called the “Letter of Acceptance” will state the sum that the Employer will pay

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

as prescribed by the Contract (hereinafter and in the Contract called the “Contract Price”).

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

Security Deposit in accordance with the provisions of Clause.

The agreement will incorporate all correspondences between the Employer and the Successful Bidder. It will

be signed by the Employer and the Successful Bidder.

21.0 SIGNING OF CONTRACT AGREEMENT

21.1 The Employer and the successful bidder shall enter into a Contract Agreement within 28 days after the

successful bidder (hereinafter called the Contractor) receives the Letter of Acceptance, unless they agree

otherwise, subject to furnishing the security deposit before signing the Agreement with the Employer.

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

Bidders that their Bids have been unsuccessful and release their Earnest Money Deposit / Bid Security.

22.0 SECURITY DEPOSIT

22.1 Within 15 days of receipt of the Letter of Acceptance, the Successful Bidder shall deliver to the Employer a

security deposit in the form of Bank Guarantee for an amount equivalent to 5% of the Contract Price valid for

the period of valid till 45 days beyond Date of completion of work. The Security Deposit shall be payable in

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.

Signature of Bidder Page 13 of

Ahmedabad Municipal Corporation

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

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

format. Bank Guarantee shall be submitted on right value of stamp paper and for correct value of contract.

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 Bank

Guarantee value shall be enhanced accordingly. Validity of Bank Guarantee shall be commercial terms and

conditions of the tender.

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

Contract or any other contract or on any other account whatsoever may be deducted from Security Deposit.

Also in the event of the Contractor's Security Deposit being reduced by reasons of such deductions, as

aforesaid, the Contractor shall, within 14 days of receipt of notice of demand from the Engineer-in-Charge,

make good the deficit in Security Deposit.

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

as may have been furnished by the Contractor from time to time, are required to be extended/renewed, the

Contractor shall get the validity periods of such guarantees extended/renewed, and furnish these to the

Engineer-in Charge one month before the expiry date of the aforesaid Guarantees originally furnished failing

which the existing Bank Guarantees shall be invoked by the Engineer – in – charge. Also in case of any deficit in

securities on any account as might occur or is noticed, the Contractor shall forthwith recoup/replace the same

with acceptable Security Deposit.

22.9 The Bank Guarantee shall be extended within the expiry dates wherever activities as per contract are not

completed in all respects.

22.10 The Security Deposit less any amount due shall, on demand, be returned to the contractor after 45 days of

completion date / Final Bill paid date which ever is later. No interest on the amount of Security Deposit shall be

paid to the Contractor at the time of release of Security Deposit as stated above.

22.11 The successful bidder to whom ‘LoA’ has been issued shall enter into an agreement at Employer’s office within

15 days of LoA.

23.0 Advance Payment and Security

The Employer will not provide any advance payment.

24.0 Dispute Review Expert

In case of all the disputes, decision of the Municipal Commissioner, Ahmedabad shall be final and binding to

25.0 LITIGATION HISTORY

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

completed or under execution by him over last five years. If the details of Litigation History are hidden by the

Bidder and later on it comes to the knowledge of the Employer, the Bidder shall be disqualified for the

proposed work and other appropriate actions shall be taken against the bidder.

DETAILS OF COMPLETED / ONGOING LITIGATION / ARBITRATION

Remarks showing

Value of the Reasons/Details for

Name of Employer Present Status

Year Project (Rs.) litigation/arbitration

Signature of Bidder Page 14 of

Ahmedabad Municipal Corporation

 The bidder shall furnish separate table for individual project.

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

 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 15 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

Safety of the works

• Safety of the Contractor’s employees and all the persons directly or indirectly engaged by him for the

• 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 16 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 or other.

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

damage or nuisance to persons or property of the public and others arising as a consequence of his method of

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

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 used at site.

6.0 Contractor to keep site clean:

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

materials, temporary works no longer required will be removed from site immediately.

7.0 Clearance of site on completion:

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

works of every kind.

A. COST CONTROL

8.0 Bill of Quantities

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

commissioning work to be done by the Contractor.

b. The quantities stated in the schedule B are estimated quantities. The Contractor shall be paid only

quantities calculated after taking measurements of executed work. The rate stated in the schedule B for

each item of work shall apply. The works shall be measured by the Contractor jointly with the authorized

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

supplied by the contractor.

Signature of Bidder Page 17 of

Ahmedabad Municipal Corporation

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

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 schedule B.

10.0 Extra Items

10.1 The basis for the valuation of variations for addition to the Contract Price shall be as follows in the same order

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-charge.

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

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

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

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

shall be paid at the rate fixed by Employer which shall be fixed as lowest of the rates derived by rate analysis

based on the following three methods. , the priority of the documents forming the Contract shall be as follows:

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

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

10.6 The Contractor shall not be entitled to additional payment for costs, which could have been avoided by giving

Signature of Bidder Page 18 of

Ahmedabad Municipal Corporation

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.

12.0 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.

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:

Signature of Bidder Page 19 of

Ahmedabad Municipal Corporation

(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 received.

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

his obligation under the contract.

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

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

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 the Engineer;

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

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

amount of liquidated damages becomes payable as defined in the Contract data;

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

competing for or in the executing the Contract.

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

anything of value to influence the action of a public official in the procurement process or in contract

execution. “Fraudulent practice” means a misrepresentation of facts in order to influence a procurement

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

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

Signature of Bidder Page 20 of

Ahmedabad Municipal Corporation

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 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

Signature of Bidder Page 21 of

Ahmedabad Municipal Corporation

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

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

(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 situated.

The reference to arbitration proceeding under this clause shall not:

i) Entitle the contractor to stop the Affect the right of the Engineer-in-charge under clause 5 to take possession

of all or any tools, plants, materials and stores in or upon the works of site thereof belonging to the

contractor or procured by him and intended to be used for the execution of the work or any part thereof.

ii) Preclude the Engineer-in-charge from utilizing the materials purchased by the contractor in any work or from

removing such materials to other places, during the period the work is stopped or suspended in pursuance,

of notice given to the contractor under clause

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

clause 14 or as the case may be, of clause

23.0 Drawings and Photographs of the Works

23.1 The contractor shall do photography/ videography of the site as and when asked by AMC. No separate

payment will be made to the contractor for this. . The contractor shall have to submit the same in hard copy as

well as soft copy as and when demanded by the AMC.

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

clause 59.1, shall be taken, or permitted to be taken by the Contractor or by any of his employees or any

employees of his sub-Contractors without the prior approval of the Engineer in writing. No photographs/

videography shall be published or otherwise circulated without the approval of the Engineer in 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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J¤<hltu n¬ œtJtuu fhe NfNu lrn fu ftgœtfeg ftgoJtne yt ykdu &R NfNu lrn. xuLzh bkswh &gtltu y&o

ftb ytve œuJtLþk Au <uJtu &R NfNu lrn.Nh<e xuLzh MJefthJtbtk ytJNu lne.

(9) rJmkdr< ylu rnmtc stud:

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

rlgbtu ylwmth mhCh fhJtbtk ytJNu.

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

btLg htFJtbtk ytJNu.

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

sKtg <tu yufb œh btLg htFJtbkt ytJNu ylu œhlt yt^thu dwKtfth mw^thJtbkt ytJNu.

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

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

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

ytÃgt <theF&e 10 rœJm <&t 10 jtF &e Wvhltk ftb btxu yuj.ytu.ytR. ytÃg <theF&e 15 rœJm&e

NY &guj dKJtbt ytJNu. <&t <u œhBgtl ftble 3% juFu zevtuÍex Che fhthvºt fhJtltu hnuNu.

Signature of Bidder Page 24 of

Ahmedabad Municipal Corporation

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

ytJNu. ylu <ubtk atjw ftb œhBgtl su ftuR VuhVth &Nu <ultu J^thtu awfJJtbtk ytJNu lrnk.

c:- mûtb m•tt îtht Yt.10,00,000.00 (œm jtF) mw^elt xuLzhle bkswheltu XhtJ vtzgt ctœ (LoI)

ytvJtbtk ytJNu. ðgth ctœ rœl - 10 btk rm¾gtuhexe zevtuÍex sbt fhtJJtle hnuNu. rm¾gtuhexe zevtuÍex

btuze ChJtlt rfMmtbtk Bgwrl.ftuvtuohuNlbtk «J<obtl 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 (je¾Jezexe zubuSm)

vulÕxe Jmwj fhJtbtk ytJNu.

(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 sJtcœthebtk&e Axfe NfNu lnek. mœh ftbbtk ftuR vK ò<lt ctk^ftblt bxehegj

Wvh CtJ J^thtu ytvJtbtk ytJNu lrnk.

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

Bgwrl. frb§h©e/mexe Rsluh©e lt su <u JF<ltk mh¾gwjh «btKu ftbdehe/ybj fhJt rcl Nh<e

ckDlf<ot hnuNu.

f:- ftuLx[t¾xhlt œhuf hlekd cejbtk&e ftuLx[t¾xhlu awfJJtle &<e fwj hfb Wvh (xuLzh bwsclwk vubuLx + yu¾x[t

ytRxb) 2 % juFu hexuLNl ble ftvJtbtk ytJNu su VtRlj cejbtk vh< ytvJtbtk ytJNu.

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

cejbtk&e fvt< fhJtbt ytJNu.

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

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

œM<tJusbtk œNtoJuj rJd< d{tng htFJtbkt ytJNu.fhth mkc^e œM<tJustu fhthlt ydðglt Ctd dKtNu ylu

<u mD¤t mne<lt fhth mbd{ ftblu jtdw 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

Signature of Bidder Page 25 of

Ahmedabad Municipal Corporation

(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

(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.ftu. lt slhj ftuLx[t¾x fLzeNl vK btLg htFJtle hnuNu.

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

(16) atjw ftbu mrJom jtRllu lw¾mtl l &tg <u he<u ftb fhJtlw hnuNu. stu ftuR mrJom jtRllu lw¾mtl &Nu <tu

<ule mkvwKo sJtcœthe (òlbtj) ftuLx[tfxhle vtu<tle hnuNu. mtRx Wvh ftb œhBgtl bswhtu fu sl<tlt ftuR

btKmlt òlbtj lu lw¾mtl &tg <ule sJtcœthe ftuLx[tfxhle hnuNu. vtujem Vrhgtœ &tg <tu <ule

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

hnuNu. CuFz Dme l vzu <u btxu mjtb<elt vdjt (suJt fu œtuhzwk ctk^e bswh Ftztbtk W<thJt, Ntuhekd ylu

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

ylu Bgwrl.ftuvtuohuNlltu ftuRvK MxtV ytlt btxu sJtcœth hnuNu lrn. ytxjwk mbSlu s xuLzh ChJwk. œhuf

ftb fh<t bswhtultu rJbtu vK W<thujtu ntuJtu stuRyu.

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

bxehegÕm jtJJt fu jR sJtltu mkvwKo Fao ftuLx[tfxhu CtudJJtltu hnuNu <&t atjw ftb œhBgtl yuLSlegh

RLatso îtht ybœtJtœ Bgwrlmevj ftuvtuohuNlle buxjzuvtu jucbtk xuMxekd fhtJJt sKtJJtbtk ytJu <tu

ftuLx[t¾xh îtht <ulw vtjl fhJtlw 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 1 btk vh< jR sJtltu hnuNu.

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

(20) ftuLx[tfxhlu su ftuLx[tfx ytvJtbtk ytJu Au. <ubt mhfth©elt «Joðbtl rlgb bwsc ve.yuV/juch yufx <&t

bswhtu <&t MxtVle Jebt vtujeme jElu <ult ftgœtlw vtjl fhJtlwk hnuNu <&t yt ykdu Bgwrl.ftuvtuohuNl îtht

su btne<e btkdJtbtk ytJu <u ytvJtle hnuNu. bu.BGþrl.frbNlh©elt mh¾âwjh Bþsc sYhe ctknu^he vºtf

ytvJtLþk hnuNu.

(21) ftuRvK ftgœtfeg jexeduNl ybœJtœ Nnuhle ftuxobt hnuNu.

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

dtuXJJtltu hnuNu.

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

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

hnuNu.<&t xuMxekd fhtJJtlwk hnuNu.<&t y ykdu «Joðbtl Bgwrl.ftuvtuohuNlt rlgbtulw vtjl fhJtlw hnuNu.

Signature of Bidder Page 26 of

Ahmedabad Municipal Corporation

(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 hnuNu ytJe

ltku^lt sJtc l &gu fu <u «btKu M&¤ Wvh ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle m•tt yuze.mexe

yuLSlegh©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 stuFbu Jdh ltuxemu Jtuxhekd fhtJJtbtk <&t zucheÍ WvtzJtbtk ytJNu ylu cejbtk&e hfb ftve

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

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

ftbdehe fhe Nftg <ub l ntug <tu <u Bþscle xtEb jebex J^the ytvJtbtk ytJNu.

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

(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

Signature of Bidder Page 27 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

>M<tJustu ft¤SvwJof yÇgtm fgtuo Au ylu <u bwsc <ultu ybj fhJt mkb< Awk/Aeyu.

ftuLx[tfxhle mne ylu rmfft

Signature of Bidder Page 28 of

Ahmedabad Municipal Corporation

TECHNICAL SPECIFICATIONS:

Name of Work :- bæg Ítul ymthJt Jtuzobtk ytJuj ablvwht rJM<thltk bwÏg <&t RLxlj hM<t vhle Vwxvt& <&t muLx[j Jso hevuhekd fhJtlt ftb

Dismantling the following including loading, unloading and disposal of unserviceable material for

all lead or as directed by Engineer-In-Charge and stacking the serviceable material and backfilling

the resulting trenches and pits complete.

a. Dismantling tiled or stone floors laid in mortar including stacking of serviceable

material and disposal of unserviceable material with all lead and lifts.

b. Demolition including stacking of serviceable materials and disposal of

unserviceable materials with all lead and lift. (I) R.C.C work.

c. Demolition of brick work & stone masonry including stacking of serviceable

materials and disposal of unserviceable materials with all lead and lift. (II) In

The demolition shall consist of demolition of one or more parts of the structure as specified or shown in the

drawings. Demolition implies taking up or down or breaking up. This shall consist of demolishing whole or

part of work including all relevant item as specified or shown in the drawings.

The demolition shall always be planned before hand and shall be done in reverse order of the one in which

the structure was constructed. Contractor is fully responsible for proper and safe demolition.

Necessary dropping, shoring and under pinning shall be provided for the safety of the adjoining work or

property, which is to be left intact, before dismantling and demolishing is taken up and the work shall be

carried out in such a way that no damages is caused to the adjoining property.

Wherever required, temporary enclosures or partitions shall also be provide 1. Necessary precautions shall

be taken to keep the dust nuisance down as and where necessary.

Dismantling shall be commenced in a systematic manner. All materials which are likely to be damaged by

dropping from a height or demolishing roof, masonry etc. shall be carefully dismantled first. The dismantled

articles shall be properly stacked as directed.

All materials obtained from demolition shall be the property of Government unless otherwise d shall be kept

in safe custody until handed over to the Engineer-in-charge.

Any serviceable materials, obtained during dismantling or demolition shall be separated out and stacked

properly as directed, with all lead and lift. All unserviceable materials, rubbish etc. shall b stacked as directed

by the Engineer-in-charge.

On completion of work, the site shall be cleared of all debris rubbish and cleaned as directed.

Mode of measurements & payment :

Measurements of all work except hidden work shall be taken before demolition dismantling and no

allowance for increase in bulk shall be allowed. The demolition of lime concrete shall be measured under

this item. Specification for deduction for voids, openings etc. shall be on same basis as that employed for

construction of work.

Signature of Bidder Page 29 of

Ahmedabad Municipal Corporation

All work shall be measured in decimal system as fixed in its place subject to the following limits, unless

otherwise stated hereinafter : (a) Dimensions shall be measured to the nearest 0.01 mt. (b) Area shall be

worked out to the nearest 0.01 sq. mt. (c,d,e) Cubical connection shall be worked out to the nearest

The rate shall include cost of all labour involved and tools used in demolishing and dismantling including

scaffolding. The rate shall also include the charges for separating out and stacking the serviceable materials

properly and disposing the unserviceable materials with all lead and lift. The rate also includes for temporary

storing for the safety of the portion not required to be pulled down or of adjoining property and providing

temporary enclosures or partitions where considered necessary.

The rate shall be for a unit of one cubic metre. For Dismantling of Tiled Floor:

The relevant specifications shall be followed except the dismantling of tiled or stone floors laid on mortars

shall be done Dismantling implies carefully taking up or down or these are fixed by nail screws bolts etc. the

shall be taken out with proper tools.

Mode of measurement & Payment :

The supporting materials such as joints beams if any etc. shall be measured separately. The rate shall include

stacking the unserviceable materials as directed will lead and lift.

The rate shall be for a unit of (a) RMT (b) one sq. Meter (C) CMT(d)Cu.m(e)Cu.m

Extra Rate Over Item of Excavation of Earth for excavation of asphalt pavement / RCC of thickness up to 0.20 meter

including demolishing the asphalt carpet, metal, soiling/cutting Reinforcement etc.comp. with stacking the material

as directed. (Based on Previously approved rate by C E sir)

b. 0.20 to 0.30 meter (By any type of Breaker Machine or R.C.C. Cutter machine including cost of operator, fuel,

& transportation etc complete.)

Extra rate for excavation of asphalt payment of any thickness including demolishing the asphalt carpet, metal, soiling

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 Fmaterials 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.

Mode of measurement

Measurement shall be paid by Smt basis.

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off

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

0 to 1.5 meter depth.

Any soil which generally yields to the application of pickaxes and shovels, spades, rakes or any such ordinary excavating

implement or organic soil, gravel, silt, sand turf loam, clay, peat etc. falls under this category. For materials and

workmanship for earthwork and excavation, relevant specification IS: 3764 & IS 1200 (Part I) shall be followed.

The depth of the excavation shall be as per the item description.

Clearing the Site:

Signature of Bidder Page 30 of

Ahmedabad Municipal Corporation

The site where the Development has to be carried out shall be cleared and all obstructions, loose stones,

materials and rubbish of all kind, bush; wood and all type trees shall be removed, as directed.

The materials so obtained shall be the property of the Client and shall be conveyed and stacked as directed,

within 50-m. lead. The roots of the trees coming in the sides of the trenches shall be cut and coated with hot

All types of trees, woods etc. which requires prior permission of Govt./ Forest Authority / Municipal

Commissioner, before cutting shall be cut after obtaining such permission from them. It shall be the Client's

responsibility to obtain such permission from the respective authorities.

The rate of site clearance is deemed to be included in the rate of earthwork, for which no extra will be paid.

After cleaning the site, the centerline of the central verge & other constructions will be given by the

Engineer-in-charge. The Contractor shall assume full responsibility for alignment, elevation and dimension of

each and all parts of the work. Contractor shall supply labours, materials, etc. required for setting out the

reference marks and bench marks made of MS angle iron and embedded in 1:2:4 CC.

They shall maintain the same as long as required and directed.

The excavation shall be carried out in true line and level and shall have the width and depth, as shown in the

drawings or as directed. The Contractor shall do the necessary shoring and strutting or shall provide

necessary slopes to a safe angle or steps, as required or directed, at his own cost. No extra payment shall be

made for such precautionary measures, taken. The bottom of the excavated area shall be leveled both

longitudinally and transversely, as directed, by removing excess soil and watering, as required. No earth

filling will be allowed for bringing it to level, if by mistake or any other reason, excavation is made deeper or

wider than shown on the drawings or as directed. The extra depth or width shall be made up with sand

filling, as specified for the bottom level of the subsequent finishing at the cost of the Contractor or as

directed by Engineer-In-Charge.

The Contractor shall at his own expense and without extra charge make provision of supporting all utility

services, lighting the excavated areas, separating and stacking serviceable materials neatly,shoring,

timbering, strutting, bailing out water either sub-soil or rainwater, including pumping at any stage of the

work. Excavated areas shall be kept free of water while masonry or concrete or relevant base works are in

progress and till the Engineer-in-charge considers it necessary.

Disposal of the Excavated Stuff:

The excavated stuff of the selected type shall be used in filling the excavated areas wherever required

inlayers, including ramming and watering, ensuring proper compaction etc. complete.

The Contractor shall remove the balance of the excavated quantity from the site of work, to a place, as

directed and for all lift.

The lead is the shortest practical route and not necessarily the route actually taken. The decision of

Engineer-In-charge shall be final in this regard.

Mode of Measurement and Payment:

The measurement of excavation of excavated area shall be made according to the sections shown on the

drawing or as per sections given by the Engineer-in-charge. No payment shall be made for surplus excavation

Signature of Bidder Page 31 of

Ahmedabad Municipal Corporation

made in excess of above requirements or due to stepping and sloping back as found necessary, on account of

conditions of soil and requirements of safety.

The rate shall include for clearing the site, surface dressing, making layout for road, fixing permanent grid

points with MS iron posts, embedded in C.C. 1:2:4, placed sufficiently away from the existing traffic lines and

establishing bench marks etc.

The rates shall include for necessary shoring, timbering and strutting for protection of sides of the excavated

area, pumping out rain or surface water at any stage of construction so as to keep the excavated area dry, to

the satisfaction of the /Engineer-in-charge.

The rate shall include leveling and ramming the bottoms of excavations to receive concrete, etc. including

trimming to slope wherever necessary etc. complete.

In filling clods bigger than 50 mm. shall not be allowed. Only consolidated measurements of filling shall be

paid. Consolidation to be done by mechanical compactor as per relevant item.

Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage, sludge, excavated rock, fly ash,

aggregates of any kind Including spreading & levelling etc. complete.

(a) Lead Upto 1 Km.

(b) Lead From 1 Km to 2 Km.

(c) Lead From 2 Km to 3 Km

(d) Lead From 3 Km to 4 Km

(e) Lead From 4 Km to 5 Km

(f) Lead From 5 Km to 10 Km

(g) Lead From 10 Km to 15 Km

Disposal of earth, lime, murrum, building rubbish, manure, garbage, sludge, excavated rock, fly ash,

aggregates of any kind is subject to the following :

Unsuitable materials obtained from clearing site and excavation shall be disposed off within a lead of

meters or as per instruction given by Engineer in charge. Useful materials obtained from clearing site and

excavation shall be stacked and used within the work site. Internal conveyance above 200 mt within the work

site i.e. From starting chainage to End chainage of a given road WILL NOT BE PAYABLE. Materials suitable for

construction of Embankment, earthen shoulder and subgrade shall be stacked at convenient places within a

work site for reuse. No extra payment will be paid to the contractor for stacking of earth within the work site

and reused for the construction of Embankment layer, sub grade and earthen shoulder purpose. Only surplus

earth shall be disposed off outside the work site as per instruction given by Engineer-In-charge. Useful stones

from rock excavation shall be stacked nearly within a lead of 50 M. and will be allowed to be used by the

contractor on payment at rates laid down in the contract or if not so aid down, at schedule of rates of the

Division or at a mutually agreed rates if there are no such rates in the Schedule of rates.

If surplus materials are required to be conveyed outside the work site i.e. Outside conveyance from a

particular stretch of given road will be paid in this item as per instruction of Engineer in charge. No bulkage of

disposed earth will be considered for the payment.

Providing and laying in position Ready Mixed M150 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

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Ahmedabad Municipal Corporation

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) Building SOR 2023-24 Iteam Cod :5054 Page No.66

The term M50 comes from the concept of ‘mix design’, which is the science of using raw materials in certain

proportions to create a grade of concrete that meets the specifications for a given construction project. The ‘M’ in

M150 represents mix design, while 150 represents the compressive strength in mega pascals. Simply put,

M150 concrete ratio represents a specific mix design that results in a concrete strength of 150 megapascals (MPa)

after 28 days of curing.

Components of M150 Grade Concrete

The key components of M150 grade concrete are as follows:

Cement is a binding material that provides strength and cohesion to the concrete mixture. In M150 concrete, the ratio

of cement to the total volume of the mixture is approximately 1:1.

Sand acts as a fine aggregate, filling the voids between larger particles and enhancing the overall strength of the

Coarse Aggregates:

Coarse aggregates, such as crushed rocks or gravel, contribute bulk to the concrete mixture and enhance its strength.

This ratio aids in achieving the necessary density, stability, and load-bearing capacity of the concrete.

Water-Cement Ratio:

The water-cement ratio is a crucial factor affecting the workability and strength of concrete. This ratio is carefully

controlled to ensure optimal cement hydration and prevent issues like excessive shrinkage or weak concrete.

Procedure for proportioning M150 concrete mix

Making a concrete mix involves determining the proportion of concrete components viz., cement, aggregates,

admixtures, and water. This evaluation is done to ascertain the desired compressive strength, workability, and

durability after 28 days (about 4 weeks) of curing. Here are the steps involved to make concrete mix design:

1. Calculate the target strength for mix proportioning

Target average strength (f’ck) can be determined with the following formula:

f’ck= fck + 1.65s

 f’ck = average target compressive strength at 28 days.

 fck = characteristic compressive strength at 28 days.

 s = Standard deviation

 1.65 = statistical value depending on the accepted proportion of low results and the number of

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Ahmedabad Municipal Corporation

2. Selection of water-cement ratio

Different types of cementitious material and aggregates of different sizes, grading, surface texture, shape, etc., can

produce concrete with different compressive strengths for the same ratio of water and cement. The water content in

the concrete impacts its strength, durability and workability. The details of the required water-cement ratio are stated

in Table 5 of IS 456:200.

3. Selection of water content

Aggregate size, shape and texture, cement and other supplementary cementitious material type and content, chemical

admixture and overall environmental conditions impact the water content of concrete. An increase in aggregate size,

use of rounded aggregates, reduction in water-cement ratio and slump and addition of water-reducing admixtures in

the concrete will require less water. Whereas, increase in temperature, cement, slump and aggregate angularity and

decrease in the coarse-fine aggregate proportion will require more water.

4. Calculation of cement content

It can be calculated from the previously obtained quantity of water per unit volume of concrete and the water-cement

ratio. The calculated cement content should be checked against the maximum cement content recommendations per

5. Estimation of aggregate content

A concrete mixture comprises both coarse and fine aggregates in varying proportions, depending on the grade of

concrete, and the overall requirements for the concrete structure. Aggregates of the same nominal maximum size,

grading and type results in a concrete mixture that provides adequate workability when a certain specific volume of

coarse aggregate per unit volume of the total aggregate is used.

6. Determining water content and fine-to-aggregate ratio

To achieve the desired workability, mixing water per unit volume of concrete and the ratio of fine aggregate (sand) to

total aggregate by absolute volume are to be estimated.

The rate shall be for a unit of one cubic meter.

Providing and laying cement concrete 1:3:6 (1- Cement : 3- coarse sand : 6- hand broken stone aggregates 40 mm

nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth Building SOR 2023-24

Iteam Cod : 05003A Iteam No. As Per NBO 5.3.2 Page No.52

Before starting the concrete the bed of the foundations trenches shall be cleared of all loose materials and watered

and rammed as directed. The proportion of cement, sand and hand broken stone aggregates shall be one part of

cement, 3 parts of coarse sand, 6 parts of hand broken stone aggregates and shall so measured by volume. The

concrete shall be mixed in a mechanical mixer at the site of work. Hand mixing may however be allowed for smaller

quantity of work if approved by the Engineer-incharge. When hand mixing is permitted by the Engineer-in charge in

case of breakdown of machinery’s and in the interest of the work. it shall be carried out on a water tight platform and

care shall be taken to ensure that mixing is continued until the mass is

uniform in colour and consistency. The quantity of water shall be sufficient to produce a dense concrete of required

workability for the purpose. The concrete shall be handled from the place of mixing to the final position in not more

than 15 minutes by the method as directed and shall be placed into its final position, compacted and finished within

minutes of mixing with water i.e. before the setting commences. The concrete shall be laid in layers of 15 cms. to

cms. The concrete shall be rammed with heavy iron rammers and rapidly to get the required compaction and to allow

all the gaps to be filled with mortar. After the final set, the concrete shall be kept continuously wet, if required by

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Ahmedabad Municipal Corporation

pounding for a period of not less than 7 days from the date of placement The concrete shall be measured for its length

breadth and depth, limiting dimensions to those specified on plan or as directed.

Mode of measurements shall be on CMT basis

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including

premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site,

laying in uniform layers in sub- base / base course on well prepared surface and compacting with vibratory roller to

achieve the desired density as per Codal Provision. (RA Approved St.Com.Res No.189,Dt.19/05/2022)

a. Production & Supply of WMM

b. Laying of WMM

This work shall consist of laying and compacting clean, crushed, graded aggregate and granular material, premixed

with water, to a dense mass on a prepared sub-grade/sub- base/ base or existing pavement as the case may be in

accordance with the requirements of these Specifications. The material shall be laid in one or more layers as necessary

to lines, grades and cross-sections shown on the approved drawings or as directed by the Engineer.

The thickness of a single compacted Wet Mix Macadam layer shall not be less than 75 mm. When vibrating or other

approved types of compacting equipment are used, the compacted depth of a single layer of the sub-base course may

be upto 200 mm with the approval of the Engineer.

Physical Requirements

Coarse aggregates shall be crushed stone. The aggregates shall conform to the physical requirements set forth in Table

19-1. Sevaliya/Timba/Ankodiya special aggregate is only acceptable.

If the water absorption value of the coarse aggregate is greater than 2 percent, the soundness test shall be carried out

on the material delivered to site as per IS:2386 (Part-5).

Table 19-1 : Physical Requirements of Coarse Aggregates for Wet Mix Macadam for Sub-base/Base Courses

S. No. Test Test Method Requirements

1. Los Angeles Abrasion value IS:2386 (Part-4) IS:2386 (Part-4) 40 percent (Max.)

or Aggregate Impact value or IS:5640 30 percent (Max.)

2. Combined Flakiness and IS:2386(Part-1) 35 percent (Max.)*

Elongation indices (Total)

*To determine this combined proportion, the flaky stone from a representative sample should first be separated out. Flakiness

index is weight of flaky stone metal divided by weight of stone sample. Only the elongated particles be separated out from the

remaining (non-flaky) stone metal. Elongation index is weight of elongated particles divided by total non-flaky particles. The values

of flakiness index and elongation index so found are added up.

Grading Requirements

The aggregates shall conform to the grading given in Table 19-2.

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Ahmedabad Municipal Corporation

Table 19-2 : Grading Requirements of Aggregates for Wet Mix Macadam

IS Sieve Designation Percent by weight passing the IS Sieve

600 micron 8-22

Material finer than 425 micron shall have Plasticity Index (PI) not exceeding

The final gradation approved within these limits shall be graded from coarse to fine and shall not vary from

the low limit on one sieve to the high limit on the adjacent sieve or vice versa.

Construction Operations:-

Preparation of Base

The surface of the sub-grade/sub-base/base to receive the Wet mix macadam course shall be prepared to the specified

grade and camber and cleaned of dust, dirt and other extraneous material. Any ruts or soft yielding places shall be

corrected in an approved manner and rolled until firm surface is obtained.

Where the Wet mix macadam is to be laid on an existing metalled road, damaged area including depressions and

potholes shall be repaired and made good with the suitable material. The existing surface shall be scarified and re-

shaped to the required grade and camber before spreading the coarse aggregate for Wet mix macadam.

Preparation of Mix

Wet Mix Macadam should be prepared in an approved mixing plant of suitable capacity having provision for controlled

addition of water and forced/positive mixing arrangement like pugmill or pan type mixer of concrete batching plant.

For small quantity of wet mix work, the Engineer may permit the mixing to be done in concrete mixers.

Quantity of water should not vary from OMC determined as per IS : 2720 (part VIII) by more than agreed limit. The

mixed material should be uniformly wet and no segregation should be permitted.

Spreading of mix

Immediately after mixing, the aggregates shall be spread uniformly and evenly upon the prepared subgrade/sub-

base/base in required quantities. In no case should these be dumped in heaps directly on the area where these are to

be laid nor shall their hauling over a partly completed stretch be permitted.

The mix may be spread either by a paver finisher or motor grader or as per instruction of Engineer-in-Charge and/or

his authorized representative. For portions where mechanical means cannot be used, manual means as approved by

the Engineer shall be used. The motor grader shall be capable of spreading the material uniformly all over the surface.

Its blade shall have hydraulic control suitable for initial adjustments and maintaining the same so as to achieve the

specified slope and grade.

The paver finisher shall be self-propelled, having the following features:

 Loading hoppers and suitable distribution mechanism

 The screed shall have tamping and vibrating arrangement for initial compaction to the layer as it is spread

without rutting or otherwise marring the surface profile.

 The paver shall be equipped with necessary control mechanism so as to ensure that the finished surface is free

from surface blemishes.

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Ahmedabad Municipal Corporation

The surface of the aggregate shall be carefully checked with templates and all high or low sports remedied by

removing or adding aggregate as may be required. The layer may be tested by depth blocks during construction. No

segregation of layer and fine particles should be allowed. The aggregates as spread should be of uniform gradation

with no pockets of fine materials.

After the mix has been laid to the required thickness, grade and crossfall/camber the same shall be uniformly

compacted, to the full depth with suitable roller. If the thickness of single compacted layer does not exceed 100 mm,

smooth wheel roller of 80 to 100 kN weight may be used. For a compacted single layer upto 200 mm, the compaction

shall be done with the help of vibratory roller of minimum static weight of 80 to 100 kN or equivalent capacity roller.

The speed of the roller shall not exceed 5 km/h.

In portions having unidirectional cross fall/superelevation, rolling shall commence from the lower edge and progress

gradually towards the upper edge. Thereafter, roller should progress parallel to the centre line of the road, uniformly

over-lapping each preceding track by at least one third width until the entire surface has been rolled. Alternate trips of

the roller shall be terminated in stops at least 1 m away from any preceding stop.

In portions in camber, rolling should begin at the edge with the roller running forward and backward until the edges

have been firmly compacted. The roller shall then progress gradually towards the centre parallel to the centre line of

the road uniformly overlapping each of the preceding track by at least one-third width until the entire surface has been

Any displacement occurring as a result of reversing of the direction of a roller or from any other cause shall be

corrected at once as specified and/or removed and made good.

Along forms, kerbs, walls or other places not accessible to the roller, the mixture shall be thoroughly compacted with

mechanical tampers or a plate compactor. Skin patching of an area without scarifying the surface to permit proper

bonding of the added material shall not be permitted.

Rolling should not be done when the subgrade is soft or yielding or when it causes a wave-like motion in the sub-

base/base course or subgrade. If irregularities develop during rolling which exceed 12 mm when tested with a 3 metre

straight edge, the surface should be loosened and premixed material added or removed as required before rolling

again so as to achieve a uniform surface conforming to the desired grade and crossfall. In no case should the use of

unmixed material be permitted to make up the depressions. Rolling shall be continued till the density achieved is at

least 98 per cent of the maximum dry density for the material as determined by the method outlined in IS : 2720 (Part-

After completion, the surface of any finished layer shall be well-closed, free from movement under compaction

equipment or any compaction planes, ridges, cracks and loose material. All loose, segregated or otherwise defective

areas shall be made good to the full thickness of the layer and recompacted.

Setting and drying:

After final compaction of wet mix macadam course, the road shall be allowed to dry for 24 hours.

Opening to Traffic

Preferably no vehicular traffic of any kind should be allowed on the finished wet mix macadam surface till it has dried

and the wearing course laid.

Surface Finish and Quality Control of Work

Surface evenness:

The surface finish of construction shall conform to the requirements of Clause in Item No. 16&17&18.

Quality control:

Control on the quality of materials and works shall be exercised by the Engineer as per Table 19-3.

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Ahmedabad Municipal Corporation

Table 19-3 : Test and Frequency for Materials for Wet Mix Macadam

Type of Test Frequency IS Code

Construction (As per Circular No. 66)

Wet Mix Gradation One test per 200 Cu.m. IS:2386, Part-I-1963

Macadam Aggregate Impact Value One test per 1000 Cu.m. IS:2386, Part-IV

Combined Flakiness and One test per 500 Cu.m. IS:2386, Part-I

Elongation Indices

Atterberg Limits of One test per 200 Cu.m. IS:2720, Part-V

portion of aggregates

Density of compacted One set of three tests per1000 IS:2720, Part-VIII

Rectification of Surface Irregularity

Where the surface irregularity of the wet mix macadam course exceeds the permissible tolerances or where

the course is otherwise defective due to subgrade soil getting mixed with the aggregates, the full thickness of

the layer shall be scarified over the affected area, reshaped with added premixed material or removed and

replaced with fresh premixed material as applicable and recompacted. The area treated in the aforesaid

manner shall not be less than 5 m long and 2 m wide. In no case shall depressions be filled up with unmixed

and ungraded material or fines.

Arrangement for Traffic

During the period of construction, arrangements for the traffic shall be provided. The Contractor shall take

all necessary measures for the safety of traffic during construction and provide, erect and maintain such

barricades, including signs, marking, flags, lights and flagmen as per instruction of the Engineer-in-charge.

Measurements for Payment

The rate shall be for a unit of one cubic meter.

Labour work for fixing any kind of paving with cement pointing in CM 1:2, including watering, ramming etc

comp. as dir. For pavement.

(I) Laying on Sand bedding as per requirement to fix the C.C.Block / Nibhada Stone in Line & Level

Work shall be carried out as per item description including cost of all labour and materials etc. complete as

directed. General standard practice of laying of paver block is applicable.

The measurements shall be on Smt. basis.

Providing and Laying of Rubber Moulded Paver Block Grey/Coloured 60 mm thick, M-35 Grade of any size ; shape

(Usually Uni-Paver Blocks) using black trap good quality aggragate of 20 mm nominal size for footpath, parking

areas, service lanes and other areas as mentioned in the drawing / instruction of Engineer-in-Charge and/or his

authorized representative. Cost includes formworks using rubber mould, Rate providing and laying paver blocks as

per required grading and specification. The paver block shall be mechanically compacted. The work of paving blocks

shall be executed in line and level by skill mason of flooring work only. It should be laid in such a way that the no

cutting of the paver block to be necessary. if cutting of paver block necessary then it should be cut by machine only

and carting. The finished surface of the paver block shall have resonably good, plain finished. Paver blocks shall be

compacted and shall be relaid if necessary. Gravel or such type of materials shall not be allowed for production.

Laying on 50 mm thick sand bedding.

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Ahmedabad Municipal Corporation

• Laying on 50 mm thick sand bedding.

Scope of work :

Excavation and compaction up to 300 mm in height for footpath paving in all sorts of soil murrum including

sorting outs and stacking of useful materials stuff up to 50mt.

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

outlets. The work includes: 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.

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

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

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

Laying of paver blocks at site as per requirement in technical specification on 50 mm thick sand bedding,

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

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

of paver blocks shall through reputed Govt. /Non Govt. Test house only 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. 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. However, the

contractor one year's shall render free maintenance.

TECHNICAL SPECIFICATIONS:

Paver Block Manufacturing Facilities:

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

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.

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

equipped 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 cement.

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

Laboratory (Desirable but not essential) :

The testing equipment should have required in the Laboratory as per the following: A Compression testing

machine of adequate capacity.

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Ahmedabad Municipal Corporation

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

Systematic record of test results of various paver blocks manufactured in the factory. Concrete Mix Design

for various grade of concrete used for making of paver blocks.

Specifications For Coloured Paver Blocks:

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

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 paver block.

The colour of the paver block shall be guaranteed against fading of colour for period of 12 months from the

date of laying of the same at site.

All other technical specifications & Procedure for testing, laying & sampling of coloured pavers will be as per

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 pave`” The

pavers are to be skirted all round with kerbing using solid concrete blocks of size 150mm X 250mm X

380mm. The kerbing should be embedded for 100mm depth. The concrete used for kerbing shall be cured

properly for 7 days minimum.

Paver Block Dimensions:

Thickness 60 mm

Shape Unipaver, I shape or directed by Addl.C.E.

Chamfer 4mm to 6mm along top edges

Colour Natural cement grey colour without use of any pigment.

For coloured pavers refer “specifications for

coloured pavers”

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

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

Testing of Paver Blocks :

TEST Average Values Frequency

1. Compressiv Strength Min. 35 N/Sq mm for 60 250 Smt / 1 Test

2. Flexural Strength Minimum 4.5 N/Sq mm

3. Abrasion Resistance Maximum 1.5 N/Sq mm

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Ahmedabad Municipal Corporation

4. Water Absorption Maximum 5.80%

* Sampling and testing procedure as per enclosed specifications.

Sampling and Testing Procedure for Paver Blocks

INTERNAL – Average of minimum 3 samples per 5000 Blocks.

Method of sampling :

Before laying paver blocks, each designated section comprising not more than 5000 blocks, shall be divided

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

Marking and identification :

All samples shall be clearly marked at the time of sampling in such a way that the designated section 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  5 degree C for 24 hours prior to testing.

The item is to be executed as per instructions and to the entire satisfaction of Engineer-in-Charge and/or his

authorized representative using Rubber mould and Table vibrator for Kerb instead of mechanical press

Extra rate for excavation of asphalt payment of any thickness including demolishing the asphalt carpet,

metal, soling 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 and/or his authorized representative.

Excavation area shall be properly identified and marked in rectangular shape. The road crust shall be opened

up to entire depth i.e. including soling. All the materials shall be separately deposited in such a way and in

places as may be determined by the Engineer-in-Charge and/or his authorized representative. 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

For detailed specification for Laying of Paver Block on sand bedding, refer R & B Department booklet for

General Technical Specification for building works. The rate shall be for a unit of SMT.

Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb Block for Footpath 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 mixed in proper position 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.

a) Laying on 5 cm thick Sand Bedding.

Signature of Bidder Page 41 of

Ahmedabad Municipal Corporation

Supplying and fixing M-20 grade using black trap aggregate of Sevaliya/Timba or equivalent quality

mm. nominal size for pre-cast reasonably exposed finish/, formwork using 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 excavation and erecting and fixing the kerbs in position with necessary

equipments and materials. The rate shall also include the flush pointing in CM (1:3) for all joints including kerb stones

of approval design (Sample must be got approved). In any case Gravel or such type of materials shall not be allowed

for production. a) Laying on 5 Cms thick Sand Bedding Kerb Stone Fixing 300mm-L x 150mm-B x 380mm-H :-

Supplying and fixing M-20 grade using black trap aggregate of Sevaliya/Timba or equivalent quality 20 mm.

nominal size for pre-cast reasonably exposed finish/, formwork using 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 excavation and erecting and fixing the kerbs in position with necessary equipments and

materials. The rate shall also include the flush pointing in CM (1:3) for all joints including kerb stones of approval

design (Sample must be got approved). In any case Gravel or such type of materials shall not be allowed for

production. a) Laying on 5 Cms thick Sand Bedding.

Water shall confirm to M-1. Cement to M-2. Sand to M-5. Grit to M-7. Graded stone aggregate 20 mm.

nominal size to M-10.

Contractor shall have to manufacture the blocks as per the dimensions given in the drawing. Specific

machineries shall be used to manufacture the Precast blocks. These machineries should be compatible to produce

blocks of required strength and dimensions. The machine shall contain hydraulic Press or advanced equipment to

generate required compaction & Grade and finish. Moulds/ Steel Plates/ Dies of the machine shall be dimensionally

checked & to be got approved before commencing the production. Contractor shall prepare proper Drying Yard for

keeping the blocks before curing. The drying yard shall be levelled and covered so that no shrinkage cracks are

formed. Contractor shall prepare adequate size curing pond to cure the blocks for not less than 21 Days. No other

means of curing shall be allowed. The technical specification of concrete shall confirm to IS 456-2000. The concrete

mix is not required to be designed and only nominal mix as per IS : 456-2000 shall be followed. The proportion of the

concrete mix shall be 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm. nominal size) by volume.

Concrete work shall have fairly exposed concrete surface or as specified in the item. The designation ordinary M-10,

M-15, M-20, M-25 specified as per I.S. corresponds approximately to 1:3:6, 1:2:4, 1:1.5:3 and 1:1:2 nominal mix of

ordinary concrete, by volume respectively. The ingredients required for ordinary concrete containing one bag of

cement of 50 Kg. by weight (0.0342 m3.) for different proportions of mix shall be as per IS 456-2000. The proportion

of the aggregate for the kerb stone shall be modified as per the approval of the engineer-in-charge. The water

cement ratios shall not be more than those specified as per IS. The cement of the mix shall be increased, if the

quantity of water in a mix has to be increased to overcome the difficulties of placement and compaction so that the

water cement ratio specified in the table is not exceeded. The maximum size of coarse aggregate shall be as large as

possible within the limits specified but in no case greater than 1/4th of the minimum thickness of the member,

provided that the concrete can be placed without difficulty so as to surround all reinforcement thoroughly and to fill

the corners of the form. For reinforced concrete work, coarse aggregates having a nominal size of 20 mm. are

generally considered satisfactory. Admixture shall be used in concrete only with approval of the Engineer-in-charge

based upon the evidence that with the passage of time, neither the compressive strength of concrete is reduced nor

are other requisite qualities of concrete impaired by the use of such admixtures.

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Ahmedabad Municipal Corporation

Proportioning shall be done by volume, except cement which shall be measured in terms of bags of 50 Kg.

weight. The volume of one such bag being taken as 0.0342 m3. Boxes of suitable sizes shall be used for measuring

sand and aggregate. The size of the boxes (internal) shall be 30cm. x 30 cm. and 38 cm. deep. While measuring the

aggregate and sand, the box shall be filled without shaking ramming or hammering. The proportioning of sand shall

be on the basis of its dry volume and in case of damp sand, allowances for bulk age shall be made.

For all work, concrete shall be mixed in a mechanical mixer which along with other accessories shall be kept in

first class working condition and maintained throughout the construction. Measured quantity of aggregate, sand

and cement required for each batch shall be poured into the drum of the mechanical mixer while it is continuously

running. After about half a minute of dry-mixing, measured quantity of water required for each batch of concrete mix

shall be added gradually and mixing continued for another one and a half minute. Mixing shall be continued till

materials are uniformly distributed and uniform colour of the entire mass is obtained and each individual particle of

the coarse aggregate shows complete coating of mortar containing its proportionate amount of cement. In no case

shall the mixing be done for less than 2 minutes after all ingredients have been put into the mixer. Mixers which

have been out of use for more than 30 minutes shall be thoroughly cleaned before putting in a new batch. Unless

otherwise agreed to by the Engineer-in-charge, the first batch of concrete from the mixture shall contain only 2/3rds

of normal quantity of coarse aggregate. Mixing plant shall be thoroughly cleaned before changing from one type of

cement to another.

The degree of consistency which shall depend upon the nature of the work and methods of vibration of

concrete, shall be determined by regular slump tests in accordance with IS : 1199-1959. The slump of 10 mm. to

mm. shall be adopted when vibrators are used.

All Moulds shall be cleaned and made free from standing water, dust, snow or ice immediately before placing

Formwork/Metal Mould for exposed concrete surface (If indicated):

All the moulds shall be checked for exact dimensions of the Precast blocks. All the edges of the Precast blocks shall

confirm the profile of the final drawing & edges/ curvatures of the moulds shall be checked accordingly. Moulds shall

be regularly checked for correctness of dimensions of Blocks, twists, bends due to handling, etc.. before starting

every days work.

Care shall be taken to set all formwork/Mould in perfect line, level (or in required camber or slope as specified) and

plumb. Formwork/Mould propping shall be strong, rigid and sturdy. The formwork/Mould shall be as per pattern &

design shown in drawings. Formwork/Mould shall be done accurately and precisely so as to achieve neat, clean and

smooth concrete surface, in line, level and plumb. Clinks, twists, offsets, warps, riveting etc. in plates or forms shall

not be allowed. Before placing concrete, forms shall be thoroughly cleaned off of all rust, dust and loose materials.

Colorless oil or grease of approved quality shall be applied before placing steel. Also the formwork material will be of

wood/plywood/steel or any sort of such material, as approved by the Engineer in charge, so that all exposed concrete

surfaces have uniform colour.

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Ahmedabad Municipal Corporation

For all kind of exposed concrete work only one brand (to be approved by the Engineer-in charge)of cement shall be

Removal of Moulds:

Specific time shall be identified for removal of moulds, such that the concrete of the Precast blocks shall gain

strength to withstand the stresses generated due to self weight and handling to drying yards without any

deformation to shape/ dimensions/ edges.

Sufficient time shall be given to the block after it is removed from the mould so that it can gain strength and dry in

shade to prevent any cracks due to shrinkage. This shall be done in drying yards.

Curing of block shall be done only in curing pond and curing shall be done for minimum 14 days.

Drying period after removing from pond & before delivery to site:

Water should be drained of from the block before it is actually sent to the site. Time should be provided for

proper draining of water which may be present in the block kept for curing in the pond.

Precaution shall be taken while transporting of the blocks to site.

The blocks should be loaded and unloaded with due care so as to avoid generation of stresses leading to breaking of

block. Care should be taken to prevent the block from breaking during transporting.

The pits of the size 0.15 M in width and required depth shall first be excavated, true to line and level. The

relevant specifications of item A- 1 shall be followed for excavation work. The pits shall be filled with a layer of

M. thick sand bedding. The curbs then shall be placed in position of which 50mm. shall be below road. Care should be

taken to maintain proper line and level. The joints between the kerbs shall be pointed with C.M. 1:2 and cured for

minimum seven days.

Sampling and testing of concrete:

Samples from fresh concrete shall be taken as per IS : 1199-1959 and cubes shall be made, cured and tested at

7 days or 28 days as per requirements in accordance with IS : 516-1959. A random sampling procedure shall be

adopted to ensure that each concrete batch shall have a reasonable chance of being tested i.e. the sampling should

be spread over the entire period of concreting and cover all mixing units.

At least 1 sample shall be taken from each shift. Ten test specimens shall be made from each sample, 5 for

testing at 7 days and the remaining 5 at 28 days. The samples of concrete shall be taken on each day of the

concreting as per above frequency. The number of specimens may be suitably increased as deemed necessary by the

Engineer-in-charge when procedure of tests given above reveals a poor quality of concrete and in other special cases.

The average strength of the group of cubes cast for each day shall not be less than the specified cube strength of

Kg/cm2. at 28 days. 20% of the cubes cast for each day may have value less than the specified strength provided the

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Ahmedabad Municipal Corporation

lowest value is not less than 85% of the specified strength. If the concrete made in accordance with the proportions

given for a particular grade, does not yield the specified strength, such concrete shall be classified as belonging to the

appropriate lower grade. Concrete made in accordance with the proportions given for a particular grade shall not,

however, be placed in a higher grade on the ground that the test strength are higher than the minimum specified. If

rock pockets/honeycombs in the opinion of Engineer-in-charge are of such an extent or character so as to effect the

strength of the structure, materially or to endanger the life of the steel reinforcement, he may declare the concrete

defective and require the removal and replacement of the portion of the structure affected.

Precast Kerb Stones :

The relevant specifications of concreting as per item above shall be followed except that work shall be carried

out for precast concrete kerb stones as specified in the item. All Precast members shall be cast at workshop.

Sufficient curing shall be done before placement of the same The method of transporting and placing the precast

members shall be as approved by the Engineer-in-charge. Members shall be so transported that no breakage or

undue stresses are induced in them. If required, all members shall have a key provided on both the faces i.e. top and

bottom surfaces, of adequate size so as to fill the same with concrete while laying. The function of this key is to avoid

the leakage through the joint between the precast member and the member on which it is laid.

Mode of Measurements and Payment :

The rate shall include cost of formwork but exclude the cost of reinforcement. The volume occupied by

reinforcement shall not be deducted from R.C.C. work.

Mode of measurements and payment: The rate shall be for a unit of Rmt.

ITEM No.11 & 12 :

Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast exposed / Fair finish / texture finish kerb

stones of approved make as per approved sample of any size and any type. Kerbs shall be fixed on the foundation

prepared as per approved design. The rate shall also include for erecting and fixing the pieces in position for

complete kerb system with chamfered type of kerbs including necessary accessories of kerb like radius kerbs, angles

and quadrant kerbs, droplet kerbs etc. complete as per drawing. Kerb shall be fixed as paper joint without any

jointing material. However cement mortar shall be provided at the backside of kerb stone joint. (Sample must be

approved) Cost of excavation, cutting , base , side filling shall includes as directed engineer - incharge in above item

description as per BOQ

(a) 450 mm high x 600mm x 150 mm high median kerb.

(b) 380 mm high x 600mm x 150 mm high Footpath kerb.

(1) Water shall conform to M-1.

(2) Cement shall conform to M-3.

(3) Sand shall conform to M-6.

(4) Stone aggregate shall conform to M-12

(5) Pre cast kerb shall be of approved make and as per approved sample.

1.0 Workmanship :

All Precast exposed/ fare finish/ texture finish kerb stones shall be of approved make.Sufficient curing shall be done

before placement of the same.

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Ahmedabad Municipal Corporation

The method of transporting and placing the precast members shall be as approved by theArchitect and Engineer-in-

charge. Members shall be so transported that no breakage orundue stresses are induced in them.

The pits of the size 0.15 M in width and 0.23 M. in depth or as per site condition shall first be excavated, true to line

and level. The specifications for excavation shall be followed as per relevant item.

The pits shall be filled with a layer of 0.15 M. thick lean concrete M15. The kerbs shall be laid on existing PCC base in

true line and plumb. The specifications for PCC work shall be followed as per relevant item.

The rate shall also include for erecting and fixing the pieces in position for complete Kerb systems with Chamfered

type of kerbs including all type of necessary accessories of kerb like Radius Kerbs, Angles and Quadrant Kerbs, inlet

kerb etc complete as per drawing.

The rate shall also include the flush pointing in CM (1:2) for all joints of the kerb stones.

Mode of Measurement & Payment:

The rate shall include the cost of material and labour for fixing the kerb system including laying, jointing and finishing

but excluding the cost of excavation, bitumen cutting, base PCC, zari filling with bitumen material

The Measurement of the item shall be in Rmt basis.

Paver Block : Providing and laying shot blasted Non - interlocking, Paver blocks of specified thickness, size, grade of

concrete and colour machine made and blasting by automatic shot blasting machine and high density of as per

approved sample of approved make for footpath, parking areas, service lanes,cross over and other areas as

mentioned in the drawing. Including providing and laying 50 mm thick average bedding layer of coarse sand below

paver block as per required grading and specification. Laid paver block shall be mechanically compacted. The work

of the paving blocks shall be executed in line and level by skilled mason of flooring work only. Small size of paver

block with same specification shall be used at residue or at end. It should be laid in such a way that the no cutting of

the paver block to be necessary. If cutting of paver block shall be required , than cut by machine only and laying to

be done by skilled flooring mason. The finished surface of the paver block shall have coarse sand Texture Finish.

Pave blocks shall be compacted and shall be re-laid if necessary. Actual laid area shall be measured and paid without

any wastage. (A) 60 mm thick M-35 grade Grey Paver block of size 200mm x 200mm. (AMC approved rate)

The scope of work:

It includes supplying and laying of Precast shot blasted by automatic shot blasting machine in factory (not on site)

paver blocks at footpath, parking area, service lane and other areas.

The work includes:

Paver block should be laid over prepared sub grade.

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

Manufacturing of paver blocks by one of the approved suppliers as per requirements intechnical specification

Supplying of paver blocks at site, including handling at both ends. The type of paver block may be interlocking or non-

Providing and laying average 50 mm coarse sand bedding for laying blocks.

Laying of paver blocks at site as per requirement in technical specification, within shortest possible time.

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Ahmedabad Municipal Corporation

Testing of paver blocks through reputed Govt. /Non Govt. Test house and submission of test results as per

requirements in Technical Specifications. Client reserves the right to carryout test at random. Cost for such tests to be

borne by contractor.

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 five year from the

date of completion of work at individual sites. However, the contractor for five years shall render free maintenance.

Technical Specifications:

Paver Block Manufacturing Facilities:

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

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.

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

cum/hour. The plant should be equipped 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

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

facility of the paver blocks is preferable.

Laboratory (Desirable but not essential) :

The factory should have the following:

Compression testing machine of adequate capacity.

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

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

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

Specifications for Coloured Paver Blocks:

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

Pigment of iron oxide of approved brand like Bayer, Tata etc. with minimum colour pigment of 3% by weight

of cement. The colour shade shall be as selected by Architect before commencement of the work. The job

also includes providing 50 mm thick sand bedding to match the shade of the paver block.

The colour of the paver block shall be guaranteed against fading of colour for period of 12 months from the

date of laying of the same at site.

All other technical specifications & Procedure for testing, laying & sampling of Color pavers will be as per

Paver Block Characteristics:

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Ahmedabad Municipal Corporation

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 Double 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.

Paver Block Dimensions:

Layers Double layered, top layer minimum 8 to 10 mm

Shape Irregular (Uniform Shape with no Hollow Or Cracks) / as per

DrawingChamfer 4mm to 6mm along top edges

Colour Natural cement grey Colour without use of any pigment.

For Colour pavers refer “specifications for Colour pavers”

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

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

Testing of Paver Blocks:

* Sampling and testing procedure as per enclosed specifications.

Sampling & Testing Procedures for Paver Blocks:

INTERNAL – Average of minimum 3 samples per 10000 Blocks for compressive strength and water

EXTERNAL – Minimum 2 Blocks per 10000 blocks for abrasion and flexure.

Sampling For Testing:

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

Compressive Strength:

Testing for compressive strength shall be undertaken in accordance with Appendix-B.

The average compressive strength of the blocks tested shall be 30/40 N/Sq.mm as per thickness.

Abrasion Resistance:

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

Flexural Strength:

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

Water Absorption:

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Ahmedabad Municipal Corporation

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

Masonry Units).

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Ahmedabad Municipal Corporation

Method of sampling:

Before laying paver blocks, each designated section comprising not more than 10000 blocks, shall be divided

into five approximately equal groups. One block shall be drawn from each group i.e. 3for internal testing and

2 for external testing.

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 oC for 24 hours prior to testing.

SR.NO. * TEST SPECIFICATION Average Values

(Average of Minimum Five Samples/Site)

1. Compressive Strength Min. 30 N/Sq.mm for 60mm thick and Min. 40 N/Sq.mm for

2. Flexural Strength Minimum 3.80 N/Sq.mm and 4.5 N/ Sq. mm for 60 and 80 mm

thick paver block respectively.

3. Abrasion Resistance Maximum

4. Water Absorption Maximum 5.80%

5. Minimum Cement Content 380 Kg/Cum for M 30 concrete and 430 Kg/Cum for M 40 concrete

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Ahmedabad Municipal Corporation

Test For Compressive Strength:

Testing Machine:

The testing machine shall be of suitable capacity for the test and capable of applying the load of the rate

specified. It shall comply, as regards repeatability and accuracy, with the requirements of clause 2.1 of BS:

The sample specimen shall be tested in a wet condition after being stored for at least 24 hours in water

maintained at a temperature of 20 oC + or – 5 oC. Before thespecimens are submerged in water, the

necessary area shall be determined.

The plates for testing machines shall be wiped clean and any loose grit or other material removed from the

contact faces of the specimen. Plywood, nominally 4 mm thick shall be used as packing between the upper

and lower faces of the specimen and the machine plates and these boards shall be larger than the specimen

by the margin of at least 5 mm

at all points. Fresh Packing shall be used for every specimen tested.

The specimen shall be placed in the machine with the wearing surface in the horizontal plane and in such a

way that the axes of the specimen are aligned with those of the machine plates.

The load shall be applied without shock and increased continuously at the rate of approximately 15 N/

Sq.mm per minute until no greater load can be sustained. The maximum load applied to the specimen shall

Calculation of corrected strength for individual Blocks:

The compressive strength of each block specimen shall be calculated by dividing the maximum load by full

cross section area of the block and multiplying with an appropriate factor of:-

a) For 100 mm thick blocks –

b) For 80 mm thick blocks –

c) For 60 mm thick blocks –

Compressive Strength Calculation:

The average corrected compressive strength for the designed blocksection shall be calculated.

4.0 Method of laying:

Blocks shall be placed on the sand bedding etc. which were well rammed so as to act as firm bed. Blocks shall

be laid in such manner that no gap shall be left in between. Blocks so laid shall be compacted by means of

mechanical compactor or equivalent compacting method so as to obtain required finished surface. All the

joints shall be matched and if any manufacturing defect is detected the lot shall be replaced and relaying

shall be done with out any extra cost up to satisfaction of Engineer in charge.

50 to 80 mm thick coarse sand shall be laid as cushioning layer for arranging the paver blocks. Joints of the

paver blocks shall be filled with the sand.

The paver blocks shall be laid properly on the prepared sub-base as per manufacturer's specification and as

per Architect and Engineer-in-charge's instruction.

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Ahmedabad Municipal Corporation

Paver block shall be laid by the approved agency only. If manufacturer of the paver block providing the laying

services, then it shall be laid through the supplying agency only. The labourers for paver block fixing shall be

skilled flooring mason only. Only cutting tool shall be used for cutting the paver block. Full depth cutting toll

shall be used for proper finished surface after cutting. Manual cutting or breaking of the paver block is not

After laying of the paver block fine sand shall be spread over it and paver block shall be compacted with

mechanical compactor. Any settlement or undulation in the laid area shall be repaired immediately.

5.0 Mode of Measurement and payment:

Measurement shall be done as per actual area laid without considering any wastage.

The Measurement of the item shall be in Sqmt basis.

Pre cast concrete water table drain Providing & fixing M25 grade of concrete precast exposed/ fare finish / texture

finish water table drain stones of approved make as per approved sample of any size and any shape. water table

drain shall be fixed on the foundation prepared as per approved design. The rate shall also include for erecting and

fixing the pieces in position work complete as per drawing. Kerbs shall be fixed as paper joint without any jointing

material. (Sample must be approved). Cost of Excavation, cutting, base, side filling shall be paid in relevant tender

items. (Size of kerb is 300mm x300mm x85mm mm) (AMC White Topping Tender Approve Rate)

For relevant Specification of Item as per item description & instruction of Engineer-in-Charge and/or his

authorized representative.

Mode of measurements shall be on RMT basis.

(A) 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 removing manhole cover and debris from

MH and carting the same as directed.

(A) up to 0.15 mt. (@ Two Coarse)

(B) up to 0.35mt. (@ Four Coarse)

(C) up to 0.65 mt. (@ Seven Coarse)

Relevant specification shall be followed as per item description : 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 measurement shall be in Nos. basis Manhole.

Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.

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Ahmedabad Municipal Corporation

a) 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 in concrete to

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

(As Per Central Store)

b) FRC heavy duty cover size 730 mm. & 90 mm thick circular cover 20 M.T. design load

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

c) FRC medium duty cover size 670 mm dia & 70 mm thick (MD-10)

d) 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-

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

The Item shall be carried as per Item mentioned in tender document and as per instruction of Engineer-in-

Charge and/or his authorized representative.

The mode of payment for this item shall be on Nos. Basis based on actual weight of Machine hole frame.

Applying priming coat over new steel and any other surface after and including preparing the surface by throughly

cleaning, oil,grease, dirt and other foreign matter and scoured with brushes fine steel wood, scrapers and sand

paper with ready mixed priming paint brushing red lead.

Mode of measurements and payment: The rate shall be for a unit of Smt.

Painting two coats (excluding priming coat) on new steel and other metal surface with enamel paint,

brushing, interior to give an even shade including cleaning the surface an even shade including cleaning the

surface of all dirt, dust and other foreign matter

Painting Two Coats on New Concrete Surface ( Painting two coats after filling the surface with synthetic enamel paint

in all shades on new plastered concrete surfaces

The colour and workmanship shall be in accordance with the Code of Practice for painting, and as specified in

the drawings or as directed by the Engineer

Synthetic enamel paint shall conform to IS.

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Ahmedabad Municipal Corporation

2.0 Workmanship:

2.1.1 The materials required for work of painting work shall be obtained directly from approved manufacturers or

approved dealer and brought to the site in maker's drums, kegs etc. with seal unbroken.

2.1.2 All materials not in actual use shall be kept properly protected, lids of containers shall be kept closed and

surface of paint in open or partially open containers covered with a thin layer of turpentine to prevent

formation of skin. The materials which have become stale or flat due to improper and long storage shall not be

used. The paint shall be stirred thoroughly in its container before pouring into small containers. While applying

also the paint shall be continuously stirred in smaller container. No left over paint shall be put back into stock

tins. When not in use, the containers shall be kept properly closed.

2.1.3 If for any seasons, thinning is necessary, the brand of thinner recommended by the manufacturer shall be

2.1.4 The surface to be painted shall be thoroughly cleaned and dusted. All rust, dirt and grease shall be thoroughly

removed before painting is started. No painting on exterior or other exposed parts of the work shall be carried

out in wet, damp of otherwise unfavorable weather and all the surfaces shall be thoroughly dry before

painting work is started.

2.2 Application:

2.2.1 Brushing operations are to be adjusted to the spreading capacity advised by the manufacture of particular

paint. The paint shall be applied evenly and smoothly by means of crossing and laying off. The crossing and

laying off consists of covering the area over with paint, brushing the surface hard for the first time over and

then brushing alternately in opposite directions two or three times and then finally brushing lightly in direction

at right angles to the same.

In this process, no brush marks shall be left after the laying off is finished. The full process of crossing and

laying off will constitute one coat.

2.2.2 Each coat shall be allowed to dry completely and lightly rubbed with very fine grade of sand paper and loose

particles brushed off before next coat is applied. Each coat shall vary slightly in shade and shall be got

approved from Engineer-in-charge before next coat is started.

2.2.3 Each coat except the last cost shall be lightly rubbed down with sand-paper of fine pumice stone and cleaned

of dust before the next coat is applied. No hair marks from the brush or clogging of paint puddles in the

corners of panels angles of mouldings etc. shall be left on the work.

2.2.4 Approved best quality brushes shall be used.

(1) Contractor Shall have to Submit the manufacture test certificate of retro reflective sheet before Starting the

work at no Extra cost

(i) Contractor Shall have to Submit the test report of retro reflective sheet from Govt. approved Laboratory

testing of sheeting at no extra cost before producing First R.A bill and then after on end when asked by

AMC. The contractor shall not be paid extra for same.

(ii) Contractor shall have to submit the filled form as mentioned below in Soft (Signed & Scanned) and two

Signature of Bidder Page 54 of

Ahmedabad Municipal Corporation

3.0 Mode of measurements & payment :

3.1 Any type of C.C. Central verges curbs surface shall be measured under this item.

3.2 All the work shall be measured not in the decimal system as executed subject to the following limits unless

otherwise stated hereinafter :

(a) dimensions shall be measured to the nearest 0.01 metre.

(b) Areas shall be worked out to the nearest 0.01 Sq. metre.

3.3 No deductions shall be made for openings not exceeding 0.5 sq. mt. each and no addition shall be made for

painting to beadings, mouldings, edges, jambs, soffits, etc. of such opening.

3.4 The different surfaces shall be grouped into one general item, areas of uneven surface being converted into

equivalent plain areas in accordance with the mode of measurement for payment.

3.6 The rate shall be for a unit of one sq. meter.

The Contract unit rate for painting shall be payment in full compensation for furnishing a labour, materials,

tools, equipment, including all incidental costs necessary for carrying out the work at the site conforming to

these Specifications complete as per the approved drawing(s) or as directed by the Engineer and all other

incidental costs necessary to complete the work to these Specifications.

Barricading the entire break down or excavated area on rental basis sing wooden ballies / M.S. angles at

max. 2.00 meter centre to centre, C.G.I. Sheet, reflective paint / Board outside to avoid accident & for

smooth traffic diversion & movement including cautionary board etc. Item also includes for making

temporary sufficient Nos. of lighting arrangement throughout the work with necessary required

arrangement. The same shall be removed after completion of work. OR as per the instructions of Engineer

1. The relevant specifications as given in items shall apply to this item.

2. The measurement shall be in Rmt. area of barricading for barricading sheet with proper

numbering, structural steel, with necessary excavation, concrete base etc including painting.

Retro reflective work and blinkers shall be paid in relevant item.

3. The rate includes labour, material, equipment, shifting of barricading as per requirement of

progress of work and removal the same after completion of work. (All material will be the

property of the contractor after completion of the project).

CatchPit Jali Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear opening etc. comp.. As directed by

engineer in charge.

Providing and Supplying of catchpit Jali P/F FRC catch pit jali with frame 750mm x 750mm clear opening including

transportation from making yard to road store As per RA (Without GST)

Mode of measurements and payment: The rate shall be for a unit of No.

Signature of Bidder Page 55 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 Prismatic Grade Sheet (Type

XI)and three yellow strip 6 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)

As per item decription and R&B book let or as decided by engineer in charge.

The Measurement of the item shall be in Nos.

Construction of RCC nosing in central verge using M-20 grade cement concrete. The item includes cost of

centring & shuttering, reinforcement, both side cement plaster in C:M 1:3 mortar & curing etc. complete. Half

round portion of the nosing shall be made by using mild steel. (As per approved RA of Traffic Department)

As per item decription and R&B book let or as decided by engineer in charge.

The Measurement of the item shall be in Nos.

Colour washing with lime on wall surface (two coats) over and including a primary coat of white washing to

give an even shade after through brooming the surface to remove all dirt, dust, mortar drops and other

foreigh matter. R & B-2023-24-18001

As per item decription and R&B book let or as decided by engineer in charge.

The Measurement of the item shall be in smt.

Painting Two Coats on divider and footpath curb surface / New Concrete Surface ( Painting two coats after

filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)

As per item decription and R&B book let or as decided by engineer in charge.

The Measurement of the item shall be in smt.

Finishing wall with Apex Ultima Acrylic paint of Asian Paint or equivalent on wall surfaces (two coats) to give

required even shade after application of Exterior Primer of Approved Brand & Manufactures after thoroughly

brushing the surface to remove all dirt & remains of loose powered materials.(N.S.)

As per item decription and R&B book let or as decided by engineer in charge.

The Measurement of the item shall be in smt.

Gheru color on existing tree.

As per item decription and R&B book let or as decided by engineer in charge.

The Measurement of the item shall be in smt.

Signature of Bidder Page 56 of

Ahmedabad Municipal Corporation

Supplying, labour for excavation of all types of soil at any depth including excavation of asphalt pavement of

any thickness, demolition of brick work in CM of any proportion including stacking of serviceable materials and

disposal of unserviceable material etc. comp. as directed.

a) Mazdoor at day /night

b) Makadam/ supervision at day / Night

As per item decription and R&B book let or as decided by engineer in charge.

The Measurement of the item shall be in No.

Seal and Signature of the Bidder Addl. City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 57 of

Ahmedabad Municipal Corporation

QUALIFICATION INFORMATION

1. The information to be filled in by the Bidder in these statements & supporting documents submitted

in physical form will be used for the purpose of pre qualification as provided in Clause 4 of the

Instructions to Bidder.

2. All statements given hereunder shall be submitted by bidders on their original letter pads only with

stamp of firm of bidder and sign of the bidder.

3. Photocopy of any statements shall not be considered as valid document.

4. Information / Details to be submitted by the Bidders in the Performa mentioned under Statement no

1 to 6. All the documents submitted in the support of these statements shall be duly attested and

certified true copy.

Signature of Bidder Page 58 of

Ahmedabad Municipal Corporation

To be notarized by Notary

1. I/We hereby declared that I/We am/are not partner(s) blacklisted or connected with firm

blacklisted by AMC,Government of Gujarat,Central Goverment,Ministry of Road Transport

& Highways/NHAI.

2. The I / We also hereby certifies that our firm M/s has

neither abandon any work in India nor rescinded any contract awarded to us during last Seven

years prior to the date of this bid.

3. At present I/We am/are registered as approved contractor (s), firms in any state, CPWD /

MES / Railways.

4. We, the partners/owners of this firm, hereby give an undertaking that we are jointly and

severally responsible to meet all the liabilities ever and above the business of this firm and

make good the above financial loss sustained by the Ahmedabad Municipal Corporation as a

result of our abandoning the works entrusted to us.

5. I /We hereby certify that all the statements made in the required attachments are true and correct.

6. The I / We undersigned hereby authorise(s) and request(s) any bank, person, firm or

corporation to furnish pertinent information deemed necessary and requested by the

Department to verify this statement or regarding my (our) competence and general reputation.

7. I /We hereby declare that I / We understand and agree that further qualifying information may

be requested, and I / We also agree to furnish any such information at the request of the

AMC within the prescribed time.

8. I / We further declare that my / our near relatives are not working in AMC as an Addl. C.E.,

Dy. C.E., A.C.E., A.E., and T.S. as on today.

(Signed by an Authorized Representative of the Firm)

Name of the Representative

Signature of Bidder Page 59 of

Ahmedabad Municipal Corporation

To be notarized by Notary

1. I / We hereby declare that I / we have visited the site and fully acquainted myself /

ourselves with the local situations regarding materials, labour and other factors pertaining to

the work before submitting this tender. I/We certify that I/We have inspected the location of

the proposed work before quoting my/our rates.

2. I/We have also inspected the quarries and borrow areas and satisfied myself/ourselves

regarding the quality, quantity, availability, and transport facilities for earth, stone, bricks,

and, cement etc. through the network of available roads and path ways required for the work.

3. I / We hereby declare that I / we have carefully studied all the terms and conditions of

contract, specifications mentioned in the tender documents and I / we do agree for compliance

with the same strictly.

4. I/We shall execute the contract agreement with the AMC after award of work and before start

(Signed by an Authorized Representative of the Firm)

Name of the Representative

Signature of Bidder Page 60 of

Ahmedabad Municipal Corporation

APPLICABILITY OF PROVIDEND FUND AND MISCELLANEOUS PROVISIONS ACT

Successful bidder i.e. the agency whose tender is accepted by the AMC shall have to comply the necessary

formalities under the employees provided fund and Miscellaneous Provisions Act, 1952 as Contributory

Provident Fund Scheme is applicable to labourers engaged in construction activity and shall have to submit

proofs regarding deduction of provident fund and other dues and depositing the same with government

department under the act and the scheme regularly on monthly basis failing which no running / final bill

payment will be made by the AMC to the contractor in any circumstances.

A certificate to the above effect has to be given by the contractor as under. Declaration

of Depositing Provident Fund contribution

This to certify that we have deducted the employees’ P.F. and deposited the same along with

employer’s contribution towards provident fund on labour charges / wages paid by us to the labourers

engaged for the work of with

Provident Fund Authority under our Provident Fund Code No.

We produce herewith the copies of the challans for the provident fund deduction and contribution deposited

as mentioned above.

(Signed by an Authorized Representative of the Firm)

Name of the Representative

To be notarized by Notary

Signature of Bidder Page 61 of

Ahmedabad Municipal Corporation

LETTER OF ACCEPTANCE

(Letterhead paper of the Employer)

[name and address of the Contractor]

This is to notify you that your Bid dated for execution of the

contract and identification number, as given in the Instructions to Bidders] for the Contract Price of Rupees

[amount in words and figures], as corrected and modified in accordance with the Instructions to Bidders is

hereby accepted by competent Authority.

We note that as per bid, you do not intend to subcontract any component of work.

[Delete whichever is not applicable]

You are hereby requested to furnish Security Deposit in terms of ITB Clause 34.0, in the form given in

Annexure-IV for amount of Rs. within 15 days of the receipt of this letter of acceptance,

valid up to 45 days after defect liability period of 1 years from the date of completion i.e. up to

and sign the contract.

Yours faithfully,

Authorised Signatory

Name and Title of Signatory

Signature of Bidder Page 62 of

Ahmedabad Municipal Corporation

This agreement, made the day of 2024, between

[name and address of Employer]

(hereinafter called “the Employer”) of the one part and

_[name and address of Contractor]

(herein after called “the Contractor” of the other part).

Whereas the Employer is desirous that the Contractor execute

identification number of Contract] (hereinafter called “the Works”) and the Employer has accepted the Bid

by the Contractor for the execution and completion of such Works and the remedying of any defects therein,

at a Contract Price of ` .

NOW THIS AGREEMENT WITNESSETH as follows:

1. In this Agreement, words and expression shall have the same meanings as are respectively

assigned to them in the Conditions of Contract hereinafter referred to, and they shall be

deemed to form and be read and construed as part of this Agreement.

2. In consideration of the payments to be made by the Employer to the Contractor as hereinafter

mentioned, the Contractor hereby covenants with the Employer to execute and complete the

Works and remedy any defects therein in conformity in all aspects with the provisions of the

3. The Employer hereby covenants to pay the Contractor in consideration of the execution and

completion of the Works and the remedying the defects wherein the Contract Price or such

other sum as may become payable under the provisions of the Contract at the times and in the

manner prescribed by the Contract.

4. The following documents shall be deemed to form and be read and construed as part of this

Agreement, viz.:

i) Letter of Acceptance;

ii) Notice to proceed with the works;

iii) Contractor’s Bid after amendments, addenda and corrections as mutually agreed

with the Employer;

iv) The notice inviting bids,

v) The information to bidders,

vi) Contract Data;

vii) General Conditions of contract and Special Conditions of Contract;

viii) Technical Specifications;

x) Any other document listed in the Contract Data as forming part of the contract;

In witness whereof the parties thereto have caused this Agreement to be executed the day and year first

before written.

The Common Seal of was hereunto

affixed in the presence of:

Signed, Sealed and Delivered by the said

in the presence of:

Binding Signature of Employer

Binding Signature of Contractor

Signature of Bidder Page 63 of

Ahmedabad Municipal Corporation

ISSUE OF NOTICE TO PROCEED THE WORK

(Letterhead of the Employer)

_ [name and address of the Contractor]

Pursuant to your furnishing the Security Deposit as stipulated in Information to bidders (ITB) clause

34.0 and signing of the contract agreement for the construction of (Name of Work) at the accepted Bid

you are hereby instructed to proceed with the execution of the said works in accordance with the

contract documents.

Yours faithfully,

(Signature, name and title of signatory

authorised to sign on behalf of Employer)

Signature of Bidder Page 64 of

Ahmedabad Municipal Corporation

BANK GUARANTEE FOR BID SECURITY(EARNEST MONEY)

WHEREAS, [Name of Bidder] (hereinafter called “the Bidder”) is submitting his bid

for the construction of [name of Contract]

(hereinafter called “the Bid”).

KNOW ALL PEOPLE by these presents that We [name of bank] of

(name of country) having our registered office at

(hereinafter called “the Bank”) are bound unto

_[name of Employer] (hereinafter called “the Employer”) in the

sum of for which payment well and truly to be made to the said Employer the

Bank binds itself, his successors and assigns by these presents.

SEALED with the Common Seal of the said Bank this day of

THE CONDITIONS of this obligations are:

(1) If after Bid opening the Bidder withdraws his Bid during the period of bid validity specified in

the Form of Bid; or

(2) If the Bidder having been notified of the acceptance of his Bid by the Employer during the

period of bid validity:

(a) fails or refuses to execute the Form of Agreement in accordance with the Instructions to

Bidders, if required; or

(b) fails or refuses to furnish the Security Deposit, in accordance with the Instructions to Bidders,

We undertake to pay to the Employer up to the above amount upon receipt of his first written demand,

without the Employer having to substantiate his demand, provided that in his demand the Employer will

note that the amount claimed by him is due to him owing to the occurrence of one or any of the three

conditions, specifying the occurred condition or conditions.

This Guarantee will remain in force up to days after the deadline for submission of Bids. Deadline is

stated in the Instructions to Bidders which may be extended by the Employer, notice of which extension(s) to

the Bank is hereby waived. Any demand in respect of this Guarantee should reach the Bank not later than

the above date.

DATE SIGNATURE OF THE BANK

[Signature, name and address]

Signature of Bidder Page 65 of

Ahmedabad Municipal Corporation

Annexure - VIII

BANK GUARANTEE FOR SECURITY DEPOSIT

To: [name of Employer]

[address of Employer]

WHEREAS [name and address of Contractor] (here-in after called “the

Contractor") has undertaken, in

pursuance of Contract No. _ _ dated to execute [name

of Contract and brief description of Works] (hereinafter called “the Contract");

AND WHEREAS it has been stipulated by you in the said Contract that the Contractor shall furnish you with a Bank

Guarantee by a recognized bank for the sum specified therein as security for compliance with his obligations in

accordance with the Contract;

AND WHEREAS we have agreed to give the Contractor such a Bank Guarantee;

NOW THEREFORE we hereby affirm that we are the Guarantor and responsible to you, on behalf of the Contractor,

up to a total of [amount of Guarantee]1

[in words], such sum being payable in the types and proportions of

currencies in which the Contract Price is payable, and we undertake to pay you, upon your first written demand

and without cavil or argument, any sum or sums within the limits of [amount of

Guarantee] as afore-said without your needing to prove or to show grounds or reasons for your demand for the

sum specified therein.

We hereby waive the necessity of your demanding the said debt from the Contractor before presenting us with the

We further agree that no change or addition to or other modification of the terms of the Contract or of the Works

to be performed there under or of any of the Contract documents which may be made between you and the

Contractor shall in any way release us from any liability under this guarantee, and we hereby waive notice of any

such change, addition or modification.

This guarantee shall be valid until the expiration of defect liability period of 1 years plus 45 days.

SIGNATURE AND SEAL OF THE GUARANTOR

Signature of Bidder Page 66 of

Ahmedabad Municipal Corporation

Summary of Required Information to be furnished by the Bidder for the Tender Evaluation purpose

Name of work :- bæg Ítul ymthJt Jtuzobtk ytJuj ablvwht rJM<thltk bwÏg <&t RLxlj hM<t vhle Vwxvt& <&t muLx[j Jso hevuhekd fhJtlt

Name of Contractor:

E - Tender No. :- 17B /2025-26 Tender Rs.9,94,949.55

PART - A FINANCIAL & WORK

EXPERIENCE DETAILS

Sr.No. Description Requirement Departmental Remark

Register “E-2” class having

“Building Or Road special

category I" in PWD in Govt.

R&B/CPWD/AMC or equivalent

register with any other state

Govt. or institutions.

If successful bidder is not

registered with AMC or Any

PWD Govt.R&B/CPWD/AMC or

equivalent register with any

1 Registration other state Govt. or

Certificate institutions, they will haveto

register before submitting his

Running Bill No.

Solvency certificate foran

2 Solvency certificate amount equal to 20 %

amount of the Estimate

3 Tender Declaration As per Performa given in

form the Bid (Section-I)

The Bidder have to submit

a Undertaking as

4 Undertaking-1 mentioned in the Bid

Document in Annexure - I

The Bidder have to submit

5 Undertaking-2 a Declaration mentioned in

the Bid Document in

Declaration of The Bidder have to submit

Depositing a Declaration as

Provident Fund mentioned in the Bid

contribution Document in Annexure -III

AGREEMENT FORM The Bidder have to submit

a Declaration as

mentioned in the Bid

Document in Annexure- IV

Signature of Bidder Page 67 of

Ahmedabad Municipal Corporation

Latter of The Bidder have to submit

Acceptance a Declaration as

mentioned in the Bid

Document in Annexure- V

Agreement Form The Bidder have to submit

a Declaration as

mentioned in the Bid

Document in Annexure- VI

Issue of Notice to The Bidder have to submit

proceed the work a Declaration as

mentioned in the Bid

Document in Annexure-VII

Bank Guarntee for The Bidder have to submit

Bid Security a Declaration as

mentioned in the Bid

Document in Annexure-

Bank Guarntee for The Bidder have to submit

Security Deposite a Declaration as

mentioned in the Bid

Document in Annexure- IX

Signature of Bidder Page 68 of

Ahmedabad Municipal Corporation

Definition of similar work

1. Similar work means any government / semi government / Corporation/Goverment Instituation/

Architectural building projects including campus development work includes Site Development &

Infrastructure Works like Roads and Pavements, Parking, Signage’s, Street furniture as a prime contractor

under single work order.Or Asphalt / concrete road activity with Street Redevelopment involving Cycle

Track (Non Motorized Transport) . Or Asphalt / concrete road activity with Foothpath and Central verg

Development work will be considered as similar work.

2. 50% Experience of private firm should be considered while tender evaluation as per above similar work

definition with certification of private firm with sign & stamp on letter head.

Signature of Bidder Page 69 of

Ahmedabad Municipal Corporation

DESCRIPTION OF PROPOSED WORK

AMC Street Redevelopment with Footpath and Cycle tracks

AMC intends to refurbish different streets in the Different zone area in the City of Ahmedabad.

Streets along with all intersection are being considered for the project. This includes construction and execution

work related to the footpath, kurbing, street design with cycle tracks and junction design.

Tentative scope of work:

Construction and execution of all integrated street elements like:

1. Sidewalks (Footpath), tree pits.

3. Street furniture

4. Street signage

5. Rain water disposal and storm water chambers

6. Conservation of existing trees

7. On-street parking

8. Any other works as directed by engineer in charge.

Signature of Bidder Page 70 of

Photographs showing similar kind of work and finishes are illustrative purpose. It is expected the

agency to deliverbetter quality and workmanship of the work based on working drawings.

Signature of Bidder Page 71 of

Please note that, proposed project to be executed with high quality of workmanship for all

areas and activities. A stringent quality monitoring to be carried out of all the activities.

Scope of works, project description and architectural finishes mentioned in the bid documents

are indicative and are subject to change during detail design.

The Client reserves the right to change the quantum of proposed works. In case of

postponement/cancellation/reduction/increase of scope of works, the Contractor shall have

to execute revised quantum and payment shall be made for quantities actually executed.

Signature of Bidder Page 72 of

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT (CENTRAL ZONE)

BILL OF QUANTITY

ftblwk ltb: bæg Ítul ymthJt Jtuzobtk ytJuj ablvwht rJM<thltk bwÏg <&t RLxlj hM<t vhle Vwxvt& <&t muLx[j

Jso hevuhekd fhJtlt k ftb ctc<.

Sr.No. Qty Items Per Amount Rs.

Dismantling the following including loading,

unloading and disposal of unserviceable material

1 for all lead or as directed by Engineer-In-Charge

and stacking the serviceable material and

backfilling the resulting trenches and pits complete.

Dismantling tiled or stone floors laid in mortar

including stacking of serviceable material and

disposal of unserviceable material with all lead and

Demolition including stacking of serviceable

b 1 materilas and disposal of unserviceable materials 1047.38 Cmt

with all lead and lift. (i) R.C.C. work.

Demolition of Brick work and stone masonry

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift. (ii) In Cement Mortar.

Extra Rate Over Item of Excavation of Earth for

excavation of asphalt pavement / RCC of

thickness up to 0.20 meter including demolishing

2 the asphalt carpet, metal, soiling/cutting

Reinforcement etc.comp. with stacking the material

as directed. (Based on Previously approved rate

0.20 to 0.30 meter (By any type of Breaker

b 100 Machine or R.C.C. Cutter machine including cost 177.76 Smt

of operator, fuel, & transportation etc complete.)

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

materials and disposing off the excavated stuff

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

50 0 to 1.5 meter depth. 115.92 Cmt

Conveyance Charge of earth, lime, murrum,

building rubbish, manure, garbage, sludge,

excavated rock, fly ash, aggregates of any kind

4 executed outside the road site. Rate also includes

spreading & levelling etc complete. Internal

conveyance above 50 mt done within the work site

is not payable.

a 0 a) Lead up to 1 Km. 23.38 Cmt

b 0 b) Lead From 1Km to 2 Km. 30.94 Cmt

c 0 c) Lead From 2 Km to 3 Km. 38.37 Cmt

d 0 d) Lead From 3 Km to 4 Km. 45.52 Cmt

e 0 e) Lead From 4 Km to 5 Km. 52.42 Cmt

f 25 f) Lead From 5 Km to 10 Km. 78.54 Cmt

g 0 g) Lead From 10 Km to 15 Km. 104.65 Cmt

Signature of Bidder Page 73 of

Providing and laying in position Ready Mixed

M150 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)

Providing and laying cement concrete 1:3:6 (1-

Cement : 3- coarse sand : 6- hand broken stone

6 20 aggregates 40 mm nominal size) and curing 2976 Cmt

complete excluding cost of formwork in (A)

Foundation and Plinth

Providing, laying, spreading and compacting

graded stone aggregate to wet mix macadam

specification including premixing the Material with

water at OMC in mechanical mix plant carriage of

mixed Material by tipper to site, laying in uniform

layers in sub- base / base course on well prepared

surface and compacting with vibratory roller to

achieve the desired density as per Codal

Provision. (RA Approved St.Com.Res

a 90 Production & Supply of WMM 1708.13 Cmt

b 90 Laying of WMM 31.25 Cmt

Labour work for fixing interlocking blocks / any kind

of pavement on up to 50 mm thick sand bedding,

8 200 levelling, watering and fixing in line & level as well 69.64 Smt

cleaning the site etc. comp. as directed (AMC

Providing and Laying of Rubber Moulded Paver

Block Grey/Coloured 60 mm thick, M-35 Grade of

any size ; shape (Usually Uni-Paver Blocks) using

black trap good quality aggragate of 20 mm

nominal size for footpath, parking areas, service

lanes and other areas as mentioned in the

drawing/instruction of engineer in charge. Cost

includes formworks using rubber mould, Rate

providing and laying paver blocks as per required

grading and specification. The paver block shall be

mechanically compacted. The work of paving

blocks shall be executed in line and level by skill

mason of flooring work only. It should be laid in

such a way that the no cutting of the paver block to

be necessary. if cutting of paver block necessary

then it should be cut by machine only and carting.

The finished surface of the paver block shall have

resonably good, plain finished. Paver blocks shall

be compacted and shall be relaid if necessary.

Gravel or such type of materials shall not be

allowed for production. Laying on 50 mm thick

Signature of Bidder Page 74 of

Supplying and fixing of 300 mm-L x 150 mm-B x

380 mm-H Kerb Block for Footpath 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 mixed in proper position 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. a)

Laying on 5 cm thick Sand Bedding.

Pre cast concrete kerb Providing and fixing M25

Grade of concrete precast exposed / Fair finish /

texture finish kerb stones of approved make as per

approved sample of any size and any type. Kerbs

shall be fixed on the foundation prepared as per

approved design. The rate shall also include for

erecting and fixing the pieces in position for

complete kerb system with chamfered type of

kerbs including necessary accessories of kerb like

11 5 radius kerb, angles and quadrant kerbs, droplet 1061.61 Rmt

kerbs etc. complete as per drawing. Kerb shall be

fixed as paper joint without any jointing material.

However cement mortar shall be provided at the

backside of kerb stone joint. (Sample must be

approved) Cost of excavation, cutting , base , side

filling shall includes as directed engineer - incharge

in above item description as per BOQ (a) 450 mm

hight x 600x 150 mm high median kerb. (As per

Pre cast concrete kerb Providing and fixing M25

Grade of concrete precast exposed / Fair finish /

texture finish kerb stones of approved make as per

approved sample of any size and any type. Kerbs

shall be fixed on the foundation prepared as per

approved design. The rate shall also include for

erecting and fixing the pieces in position for

complete kerb system with chamfered type of

kerbs including necessary accessories of kerb like

radius kerbs, angles and quadrant kerbs, droplet

kerbs etc. complete as per drawing. Kerb shall be

fixed as paper joint without any jointing material.

However cement mortar shall be provided at the

backside of kerb stone joint. (Sample must be

approved) Cost of excavation, cutting , base , side

filling shall includes as directed engineer - incharge

in above item description as per BOQ (b) 380 x

600 x 150 mm high Footpath kerb.

Signature of Bidder Page 75 of

Paver Block : Providing and laying shot blasted

Non - interlocking, Paver blocks of specified

thickness, size, grade of concrete and colour

machine made and blasting by automatic shot

blasting machine and high density of as per

approved sample of approved make for footpath,

parking areas, service lanes,cross over and other

areas as mentioned in the drawing. Including

providing and laying 50 mm thick average bedding

layer of coarse sand below paver block as per

required grading and specification. Laid paver

block shall be mechanically compacted. The work

of the paving blocks shall be executed in line and

level by skilled mason of flooring work only. Small

size of paver block with same specification shall be

used at residue or at end. It should be laid in such

a way that the no cutting of the paver block to be

necessary. If cutting of paver block shall be

required , than cut by machine only and laying to

be done by skilled flooring mason. The finished

surface of the paver block shall have coarse sand

Texture Finish. Pave blocks shall be compacted

and shall be re-laid if necessary. Actual laid area

shall be measured and paid without any wastage.

(A) 60 mm thick M-35 grade Grey Paver block of

size 200mm x 200mm.

Pre cast concrete water table drain Providing &

fixing M25 grade of concrete precast exposed/ fare

finish / texture finish water table drain stones of

approved make as per approved sample of any

size and any shape. water table drain shall be

fixed on the foundation prepared as per approved

14 2 design. The rate shall also include for erecting and 409.53 Rmt

fixing the pieces in position work complete as per

drawing. Kerbs shall be fixed as paper joint without

any jointing material. (Sample must be approved).

Cost of Excavation, cutting, base, side filling shall

be paid in relevant tender items. (Size of kerb is

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.

a 5 (A) up to 0.15 mt. (@ Two Coarse) 732.16 Nos.

b 3 (B) up to 0.35mt. (@ Four Coarse) 1160.71 Nos.

c 2 up to 0.65 mt. (@ Seven Coarse) 1794.64 Nos.

Providing F.R.C. MH seat cover incl. carting to

the work site etc. comp. Directed.

F.R.C. Extra Heavy Duty (EHD-35) Manhole

Covers & Frames Cover : 728mm ø &

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

a 5 plastic cups. Frame : 560 mm ø clear opening, 3354.74 Set

outer size- 888x888x175 mm. On the upper

periphery of frame 25 x 3 mm wide MS flat

should be well embed in concrete to protect the

edges of frame. FRC E.H.D.-35 manhole cover &

frame described as above

Signature of Bidder Page 76 of

FRC heavy duty cover size 730 mm. & 90 mm

thick circular cover 20 M.T. design load and

frame size 560mm clear opening size 890 x 890 x

FRC medium duty cover size 670 mm dia & 70 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)

FRC light duty Chamber seat cover (FRC)

cover with rectangular frame (LD-2.5)

Applying priming coat over new steel and any

other surface after and including preparing the

surface by throughly cleaning, oil,grease, dirt and

other foreign matter and scoured with brushes fine

steel wood, scrapers and sand paper with ready

mixed priming paint brushing red lead.

Painting two coats (excluding priming coat)

on new steel and other metal surface with

enamel paint, brushing, interior to give an even

shade including cleaning the surface an even

shade including cleaning the surface of all dirt,

dust and other foreign matter.

Barricading the entire break down or excavated

area on rental basis using wooden ballies /

M.S.angles at max. 2.00 meter centre to centre,

C.G.I. Sheet, reflective paint / Board out side to

avoid accident & for smooth traffic diversion &

19 20 movement including cautionary board etc. Item 79.99 Rmt

also includes for making temporary sufficient nos

of lighting arrangement through out the work with

necessary required arrangement. ..The same shall

be removed after completion of work. (Only for

break down work from start to complete)

CatchPit Jali Fixing P/F FRC catch pit jali with

20 5 frame 600mm x 600mm clear opening etc. comp.. 1377.64 No

As directed by engineer in charge.

Providing and Supplying of catchpit Jali P/F FRC

catch pit jali with frame 750mm x 750mm clear

opening including transportation from making yard

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

Prismatic Grade Sheet (Type XI)and three yellow

strip 6 Inches wide of Type XI Retro reflective

Sheeting, fixing with P.C.C M25 grade

concrete(Foundation size 30cm×30cm×35cm).

Construction of RCC nosing in central verge using

M-20 grade cement concrete. The item includes

cost of centring & shuttering, reinforcement, both

side cement plaster in C:M 1:3 mortar & curing etc.

complete. Half round portion of the nosing shall be

made by using mild steel.

Signature of Bidder Page 77 of

Colour washing with lime on wall surface (two

coats) over and including a primary coat of white

24 500 washing to give an even shade after through 12.29 Smt

brooming the surface to remove all dirt, dust,

mortar drops and other foreigh matter.

Painting Two Coats on divider and footpath curb

surface / New Concrete Surface ( Painting two

25 2000 coats after filling the surface with synthetic enamel 51.04 Smt

paint in all shades on new plastered concrete

Finishing wall with Apex Ultima Acrylic paint of

Asian Paint or equivalent on wall surfaces (two

coats) to give required even shade after

26 application of Exterior Primer of Approved Brand & 69.52 Smt

Manufactures after thoroughly brushing the surface

to remove all dirt & remains of loose powered

materials.(N.S.)

27 150 Gheru color on existing tree. 44.00 No

Supplying, labour for excavation of all types of soil

at any depth including excavation of asphalt

pavement of any thickness, demolition of brick

work in CM of any proportion including stacking of

serviceable materials and disposal of

unserviceable material etc. comp. as directed

a 100 Mazdoor at day /night 363.30 No

b 25 Makadam/ supervision at day / Night 379.46 No

Seal and Signature of the Bidder Addl. City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 78 of