P/L Paver Block at Diff. Places under M.P., M.L.A. Muni. Councilor Budget Kalpur area in Khadia Ward.

• 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.

Signature of Bidder Page 1 of

Ahmedabad Municipal Corporation

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

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

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

pay order / Bank Guarantee in favour of Municipal Commissioner,

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

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

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

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

days beyond Date of completion of work.

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

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

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

charged by AMC.

15 Deductions from Running

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

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

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

deducted from each running bill.

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

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

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

18 GST condition This rate shall be without GST. As Per New slab GST 18% Additional

paid when finally estimate approval. as per circular no.38

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

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

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

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

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

authorized signatory holding Power of Attorney and Digital Signatory are not the same, the

bid shall be considered non-responsive.

Seal and Signature of the Bidder Addi. City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 2 of

Ahmedabad Municipal Corporation

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

TENDER DECLARATION FORM

Addi. City Engineer

Ahmedabad Municipal Corporation,

Name of Work:- bSg Ítullt Ftzegt Jtuzobtk ftÕþÃþh rJM<thbtk yub.ve/ybu .yuj.yu <&t ftWLmejh

csuxbtk&e <&t yLg csuxbtk&e sYhegt<Jt¤e søgtytu vh vJu h çjtuf jdtJJtlt

ftb.(yu.yth.me.xuLzh)

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

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

Signature of Bidder Page 3 of

Ahmedabad Municipal Corporation

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.

Yours faithfully

Seal and Sign of Contractor

Signature of Bidder Page 4 of

Ahmedabad Municipal Corporation

INSTRUCTIONS TO BIDDERS

1. Scope of Bid

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

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

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

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

The bidders may submit bids for the works detailed in the table given in IFB.

2.0 Source of Funds

Ahmedabad Municipal Corporation has arranged the fund for this project.

3.0 Eligible Bidders

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

in this 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

4.0 Qualification of the Bidder

4.1 Requires registration:- Register as per Notice Inviting Tender having in Road Works in PWD

in Govt. R&B / CPWD / AMC or equivalent register with any other state Govt. or institutions.

5.0 DISQUALIFICATION

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

disqualified if they have,

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

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

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

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

debarring from AMC work etc.

• Tampered the bid document in any manner.

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

purpose of restricting competition.

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

advisors in any manner whatsoever.

• Proposal not submitted in accordance with this tender.

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

commercial terms.

• The bidder qualifies the proposal with his own conditions.

• Proposal is received after due date and time.

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

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

opened before the due date of opening.

Signature of Bidder Page 5 of

Ahmedabad Municipal Corporation

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

Earnest Money Deposit.

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

Translation in case of other language adopted for tender preparation.

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

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

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

• Any condition which affect the cost.

• If it is joint venture.

5.1 Debarment / Black listing

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

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

to be decided by the Employer.

6.0 Cost of Bidding

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

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

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

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

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

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

Site shall be at the Bidder's own expense.

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

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

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

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

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

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

No claim shall be entertained for the same.

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

no claim shall be entertained for the same.

B. BIDDING DOCUMENTS

9.0 Content of Bidding Documents

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

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.

Signature of Bidder Page 6 of

Ahmedabad Municipal Corporation

10.0 Amendment of Bidding Documents

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

by issuing addendum.

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

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

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

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

• Required Registration Certificate

• Other requested documents

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

Instructions to Bidders (ITB)

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

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

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

physical submission of bid and addressed to the addressee given in the NIT duly super scribed

“Name of Work, Bid due date and time, Name and address of the bidder”

13.0 Bid Prices

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

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

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

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

except otherwise stated in the Bid document. Employer will not compensate the bidder

(contractor) for any change in duties, taxes and other levies payable by the contractor under

the contract and any other reasons.

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

Work and shall not be subject to adjustment on any account, except where expressly

specified, otherwise, in the contract.

14.0 Currencies of Bid and Payment

Signature of Bidder Page 7 of

Ahmedabad Municipal Corporation

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

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

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

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

Commissioner, Ahmedabad valid for 120 days.

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

Signature of Bidder Page 8 of

Ahmedabad Municipal Corporation

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-

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

returned as promptly as possible.

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

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

and signed the agreement.

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

Agreement and furnished the required security deposit.

16.7 The Bid Security shall be forfeited,

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

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

(i) sign the Agreement; or

(ii) Furnish the required security deposit.

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

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

bank guarantee shall be of Ahmedabad City only.

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

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

Indian Union, where executed.

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.

16.11 Each page of the bank guarantee for Earnest Money Deposit shall be duly signed/initialed by

the executing officers and the last page shall be signed in full, indicating the particulars as

aforesaid under the seal of the Bank.

D. SUBMISSION OF BIDS

17.0 Sealing and Marking of Bids

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

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

be marked as follows:-

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

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

Bid” and sealed. This Outer envelope should mention the name of firm of bidder, his address,

contact details & name of the work.

17.2 The inner and outer envelopes

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

Signature of Bidder Page 9 of

Ahmedabad Municipal Corporation

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

c) Bear the following identification:

Indicate the name and address of the bidder.

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

responsibility for the misplacement or premature opening of the bid.

18.0 DEADLINE FOR SUBMISSION OF THE BID

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

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

face sheet of the document. In the event of the specified date for the submission of bids

declared a holiday for the Employer, the Bids will be received up to the appointed time on the

next working day. The Bidder is further required to submit Documents in Physical Form on or

before the Bid Due Date and before the time of submission as specified in NIT, at the

following address:

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

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

tendering portal on account of delay in submission at bidder's end. Bidder shall ensure that

they submit the bid well before the "Due Date & Time of Bid- Submission". AMC shall not be

responsible if bidder is not able to submit the bid on account of failure in network/internet

connection or any other technical reason.

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

accordance with respective Clause, in which case all rights and obligations of the Employer

and the bidders previously subject to the original deadline will then be subject to the new

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

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

returned unopened to the bidder.

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

unopened to the bidder.

20.0 NOTIFICATION OF AWARD & SIGNING OF AGREEMENT

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

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

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

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

the execution, completion, and maintenance of the Works by the Contractor as prescribed by

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

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

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

The agreement will incorporate all correspondences between the Employer and the

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

21.0 SIGNING OF CONTRACT AGREEMENT

Signature of Bidder Page 10 of

Ahmedabad Municipal Corporation

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

after the successful bidder (hereinafter called the Contractor) receives the Letter of

Acceptance, unless they agree otherwise, subject to furnishing the security deposit before

signing the Agreement with the Employer.

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

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

Money Deposit / Bid Security.

22.0 SECURITY DEPOSIT

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

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

5% of the Contract Price valid for the period of valid till 90 days beyond Date of completion of

work. The Security Deposit shall be payable in 10 days (for tenders upto Rs.10.0 Lacs) or

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

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

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

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

submission or discontinuity of the bank guarantee.

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

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

and for correct value of contract.

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

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

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

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

and conditions 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

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

Signature of Bidder Page 11 of

Ahmedabad Municipal Corporation

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

Deposit as stated above.

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

Employer’s office within 15 days of LOA.

23.0 Advance Payment and Security

The Employer will not provide any advance payment.

24.0 Dispute Review Expert

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

and binding to the bidder.

25.0 LITIGATION HISTORY

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

from Contractors completed or under execution by him over last five years. If the details of

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

Employer, the Bidder shall be disqualified for the proposed work and other appropriate

actions shall be taken against the bidder.

DETAILS OF COMPLETED / ONGOING LITIGATION / ARBITRATION

Employer Value of the Reasons/Details for Remarks showing

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

 The bidder shall furnish separate table for individual project.

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

shall be treat as null and void.

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

a joint venture may result in disqualification for proposed work.

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

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

appropriate actions shall be taken against the bidder.

Seal and Signature of the Bidder Addi. City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 12 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

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

of the subcontractor and scope of works activities to be performed by him is already stated in

the contract or supply of material or engagement of labour.

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

referred to in the Bid document to carry out the functions stated in the Schedule or other

personnel approved by the Engineer. The Engineer will approve any proposed replacement of

key personnel only if their qualifications, abilities, and relevant experience are substantially

equal to or better than those of the personnel listed in the Schedule.

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

his misconduct or inadequacy of technical skills and experience, who is a member of the

Contractor’s staff or his work force, the Contractor shall ensure that the person leaves the

Site within seven days and has no further connection with the work in the Contract.

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

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

accommodations as per the rules of the local bodies. He shall make his own arrangements for

housing, stores, field office etc. He shall submit a site layout plan indicating the location of

various site facilities to be created by him at his cost for the execution of work. The Owner

shall in no way be responsible for any delay on this account and no claim on this account

whatsoever shall be entertained. All Basic amenities shall be provided by the Contractor to

Labours as per the prevailing labour Laws.

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

period to following safety aspects and shall take all necessary steps to ensure that danger to

safety is avoided all the time in respect of,

Safety of the works

Signature of Bidder Page 13 of

Ahmedabad Municipal Corporation

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

engaged by him for the works

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

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

• Any authorized third party persons on the site.

• Contractor’s plant and equipment

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

signs, barricading, and cones; when and where necessary, or required by Engineer in Charge

or by any duly constituted authority for the protection of the works or for the safety and

convenience of the public or other.

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

and avoid damage or nuisance to persons or property of the public and others arising as a

consequence of his method of operation.

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

and defects liability period. The contractor shall be responsible for and to make good all

injuries, damages and repairs, rendered necessary by fire, rain, traffic, floods or other causes.

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

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

with double scaffolding system with all the accessories etc. with adjustable suitable working

platforms to access the areas, with ease for working and inspection. It shall be designed to

take all incidental loads. It should cater to the safety features for workmen. It shall be

ensured that no damage is caused to any structure due to scaffolding.

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

well as night time by the contractor, wherever required and as directed by the Engineer.

5.7 Arrangement of temporary water and electricity and telephone connection required, by him,

shall be made by the Contractor at his own cost and also necessary permissions directly from

relevant Owners shall be obtained by him under intimation to the Owner. Also all initial and

running charges and security deposit, if any in this regard shall be borne by him. The

Contractor shall abide by all the rules/ bye laws applicable in this regard and he shall be solely

responsible for any penalty on account of violation of any of the rules and byelaws in this

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

7.0 Clearance of site on completion:

Signature of Bidder Page 14 of

Ahmedabad Municipal Corporation

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

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

etc. is to be made.

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

the works or any part thereof that may, in his opinion, be necessary and for that purpose, or

if for any other reason it shall, in his opinion, be appropriate, he shall have the authority to

instruct the Contractor to do and the Contractor shall do any of the following:

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

 Omit any such work,

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

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

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

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

all such variations shall be valued in accordance with the following sub clauses. Provided that

where the issue of an instruction to vary the Works is necessitated by some default or breach

of contract by contractor or for which he is responsible, any additional cost attributable to

such default shall be borne by the Contractor.

9.3 The Contractor shall not make any such variation without an instruction of the Engineer. No

instruction is required for quantities varying from those provided for the items in the contract

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

in the same order of priority.

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

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

Signature of Bidder Page 15 of

Ahmedabad Municipal Corporation

(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

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

be included in the Interim Payment Certificates, until rates and prices are agreed as final by

the Employer, the Contractor, and the Engineer.

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

avoided by giving early warning.

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

in terms of the contract and taxes at source, as applicable under the law. The Employer shall

pay the Contractor the amounts certified by the Engineer.

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

certificates or as a result of an award from disputes review experts, Contractor shall be paid

such amount only. The Contractor shall not be paid any interest upon such delayed payment.

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

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

11.4 All payments shall be made in Ahmedabad.

12 Taxes and duties

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

Governing bodies prevailing on the date of award of the contract. The Contractor will have to

pay all such taxes and duties for the performance of this Contract. The Employer will deduct

from the Contractor’s monthly and other payments all taxes and duties, which he is bound to

recover in accordance with the applicable law.

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

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

authority which in any manner affect those engaged or employed, and anything related to

carrying out the work. All the bye-laws lay down by AMC/AUDA and any other local bodies

while executing the work shall be adhered to. All taxes of local bodies shall be borne by the

contractor. The Contractor shall arrange to give all notices required by any authority and to

pay to such authority all the fees that may have to be paid for the material, plants,

equipments etc. The Contractor shall also adhere to all traffic restrictions notified by the local

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

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

Signature of Bidder Page 16 of

Ahmedabad Municipal Corporation

whether by himself or by his employees or his authorized representatives. Nothing extra shall

be payable on these accounts.

13.0 Labour Welfare Cess

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

1831-M(3) dt. 9/12/05 issued by G.O.G. (non-refundable) shall be deducted from every bills

which shall be deposited to Govt. Labour Department for Labour welfare fund.

14.0 Currencies

All payments shall be made in Indian Rupees.

15.0 Advance Payment

No Advance Payment shall be made.

16.0 Cost of Repairs

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

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

the Contractor's cost if the loss or damage arises from the Contractor's acts or omissions.

B. FINISHING THE CONTRACT

17.0 Completion

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

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

18.0 Termination

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

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

(b) Without reasonable excuse fails –

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

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

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

having received.

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

performance of his obligation under the contract.

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

permission of the engineer.

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

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

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

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

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

of these acts of event.

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

contractor, terminate the contract and expel the contractor from the site. However, in the

case of sub-paragraphs (h), the Employer may be notice terminate the contract immediately.

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

Employer, under the contract or otherwise.

Signature of Bidder Page 17 of

Ahmedabad Municipal Corporation

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

entities to do so. The Employer and these entities may then use any goods, contractor’s

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

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

fundamental breach of the Contract.

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

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

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

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

a reconstruction or amalgamation;

(c) The contractor fails to fulfill requirements;

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

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

time determined by 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

(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

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

cause other than those listed above, the Engineer shall decide whether the breach is

fundamental or not.

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

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

and secure and leave the Site as soon as reasonably possible and handover the site to the

Employer including all materials and plant and equipment existing there upon.

19.0 Contractor's own responsibility

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

same. He shall also be responsible for the correctness of the positions, levels, dimensions, and

alignment of all parts of the structures as per instructions given to him. If at any time any error

shall appear during the progress of any part of the work, the contractor shall at his own

expense rectify such error if called upon to the satisfaction of the Engineer in charge.

20.0 Overpayment & Underpayment

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

under this Contract against the contractor the same may be deducted by the Municipal

Corporation from any sum then due or which at any time thereafter may become due to the

contractor under this contract and failing that under any other contract with the Municipal

Corporation or from any sum due to the contractor with the Municipal Corporation (which

may be available with Municipal Corporation), or from his retention money, or he shall pay

the claim on demand. The Municipal Corporation reserves the right to carry out post payment

Signature of Bidder Page 18 of

Ahmedabad Municipal Corporation

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

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

when detected notwithstanding the fact that the amount of the final bill may be included by

the Contractor.

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

respect of any work done by the Contractor or alleged to have been done by him under the

contract, it shall be recovered by the Municipal Corporation from the contractor by way of all

the means prescribed above or if any under payment is discovered by the Municipal

Corporation, any amount due to the contractor under this contract or under payment may be

adjusted against any amount then due or which may at any time thereafter become due

before payment is made to the contractor from him to the Municipal Corporation on any

other contract account whatsoever.

21.0 Materials obtain from dismantling

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

reasons other than on account of bad or imperfect work, the materials obtained from

dismantling will be the property of the A.M.C. and will be disposed of as per instruction of

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

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 rectifying, removing or re-executing

the work or in removing and replacing the materials or articles complained of.

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

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

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

and assessed under clause

Signature of Bidder Page 19 of

Ahmedabad Municipal Corporation

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

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

case where there are no specifications.

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

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

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

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

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

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 Addi. City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 20 of

Ahmedabad Municipal Corporation

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Signature of Bidder Page 21 of

Ahmedabad Municipal Corporation

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Signature of Bidder Page 22 of

Ahmedabad Municipal Corporation

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Che fhthvºt fhJtltu hnuNu.

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

mrn<lt CtJ dKJtbtk ytJNu. ylu <ubtk atjw ftb >hBgtl su ftuR VuhVth &Nu <ultu J^thtu

awfJJtbtk ytJNu lrnk.

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

ct> (LOI) ytvJtbtk ytJNu ðgth ct> r>l - 10 btk rm¾gtuhexe zevtuÍex sbt fhtJJtle

hnuNu. rm¾gtuhexe zevtuÍex btuze ChJtlt rfMmtbtk Bgwrl.ftuvtuohuNlbtk «Joðbtl rlgb

ylwmth ftgoJtne fhJtbtk ytJNu.

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

xuLzh) btk sKtJuj «btKu bkswh &guj mbgbgto>t ct>lt FhuFh ctfe ftble hfblt

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

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

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

«btKu yk>ts hfb Bþsc mbgbgto>t dKtNu.

(1) Yt.1,00,000.00 &e 3,00,000.00 Mþ^elt ftbtu btxu 1 btm

(2) Yt.3,00,000.00 &e 5,00,000.00 Mþ^elt ftbtu btxu 2 btm

(3) Yt.5,00,000.00 &e Wvhlt ftbtu btxu 3 btm

(11) y:- awfJKe:-

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

<ubtk bswhe, vtjF, ÃjtLx, >uFhuF, 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

Signature of Bidder Page 23 of

Ahmedabad Municipal Corporation

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

<ublt ftuR >tJt 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 >tJt> hsw fhJt nf>th hnuNu lnek. <ublw xuLzh ChJt <&t <ubtk sw>t

sw>t CtJ ylu >h 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 sJtc>thebtk&e

Axfe NfNu lnek. m>h 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 >huf 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 ftg>t bwsc su ftuR hfble fvt< fhJtle &Nu <u

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

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

ftblu jtdw vzNu.

ce:- xuLzhbtk >NtoJuj ftb mkck^e >M<tJusbtk >NtoJuj rJd<btk rJmkd<<tlt rfMmtbtk leau

>NotJuj ¢btlwmth >M<tJusbtk >NtoJuj rJd< d{tng htFJtbkt ytJNu.fhth mkc^e

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

(yu) yufb ylu f>:-

(2) xuLzh VtuboLþk CtJvºtf

(3) MvuNeVefuNl

z[tu#dbtk f>, ytfth, ytkfzt f>ta Ftuxt ntug <tu btvujt f>, ytfthlu yLþmhÔþk

(2) xuLzh Vtubole yLþMþra-ce

(3) MvuNeVefuNl

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

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

bwsc fhJtbkt ytJuj rlKog ykr<b dKJtbkt ytJNu.

Signature of Bidder Page 24 of

Ahmedabad Municipal Corporation

(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

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

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

c^u NY fhJw vzNu.

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

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

ftb >hBgtl bswhtu fu sl<tlt ftuR btKmlt òlbtj lu lwfNtl &tg <ule sJtc>the

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

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

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

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

sJtc>th hnuNu ylu Bgwrl.ftuvtuohuNlltu ftuRvK MxtV ytlt btxu sJtc>th hnuNu lrn.

ytxjwk mbSlu s xuLzh ChJwk. bswhtultu rJbtu vK W<thJtu.

(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.

(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< r>l 1btk vh< jR

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

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

ve.yuV/juch yufx <&t bswhtu <&t MxtVle Jebt vtujeme jElu <ult ftg>tlw 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 ftg>tfeg jexeduNl yb>tJt> 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 sJtc>the ftuLx[tfxhle hnuNu.

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

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

rlgbtulw vtjl fhJtlw hnuNu.

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

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

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

Signature of Bidder Page 25 of

Ahmedabad Municipal Corporation

(26) atjw ftb >hBgtl «tuxufNlle mkvwKo sJtc>the ftuLx[tfxhle hnuNu. subtk vevzt, >tuhzt

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 >hBgtl 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 >hhtus fhuj

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

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

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

(29) >huf ytRxblt MvuNeVefuNl yb>tJt> 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 >hhtus

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

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

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

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

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

ytvJtbtk ytJNu.

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

VhSgt< ytvJtlt hnuNu.

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

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

buLgwyj M¾{uJSkd ykdule btdoœrNoft lwk vtjl fhJwk.

(34) mœh xuLzhle ytRxbtult CtJtu ltKt Ft<tlt mh¾gwjh lkk.38, <t.21/11/2022 <&t

mûtb m<tle b¤uj bkkswhe bwsc Syumxe rmJtg dK<hebtkk juJtbt ytJuj <&t «Jo<btl

rlgb bwsc Syumxe awfJJt vtºt &Nu. su ægtlu jR <btb rczomu xuLzhtu ChJtlt hunNu.

(35) mœh xuLzh ykk<od<olt ftb mkkjøl y.Bgw.ftuvtuo.btkk «Jo<btl <btb rlgbtu/mh¾gwjhtu jtdw

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

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

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

Signature of Bidder Page 26 of

Ahmedabad Municipal Corporation

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

vKu vtjl fhJtlw hunNu.

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

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

(5 lkkd xuBvt mt&u ytuAtbtkk ytuAt 25 ftbœth, rVxh-2 ylu fzegt-2) mt&u œN søgtyu

sYhegt< bwsc ftbdehe NY fhJtle Nh<u ylu <u «btKu bulvtJh, bNelhe, bxehegÕm

<ubs ltkkKtfeg studJtRle vwh<t «btKbtkk ÔgJM&t fhe su <u xuLzhhu xuLzh Cgto vqJuo

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

yufhthlwk Vtubo

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

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

M&trlf vrhrM&r<le ò<-btne<e bu¤Je Au.

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

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

ftuLx[tfxhle mne ylu rmfft

Signature of Bidder Page 27 of

Ahmedabad Municipal Corporation

TECHNICAL SPECIFICATIONS:

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

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

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

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

Demolishing of stone slab pavement or any other type of paving, proportion of cement or lime,

sorting out materials, carting them up to lead of 60 mts. & Stacking the different materials separately

as directed by the Engineer in charge of work. The work shall be done carefully.

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

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

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

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

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

bushes, stumps and all other objectionable materials. The roots of trees and stumps shall be

removed to a depth of 30 cms below the grade formation and slopes and excavation filled up

with excavated materials and compacted. All the materials cleared will be the property of

government. Useful materials shall be arranged in convenient stacks along the road boundary

or as directed at places within 50 mts. Lead, and handed over to the department in convenient

sections. Unsuitable material shall be burnt or otherwise disposed off by the contractor at his

own cost without causing any nuisance, inconvenience or damage to the work, property or

people in the neighborhood. If the materials are to be disposed off outside the road land,

necessary permission from the private land owners shall be taken by the contractor and

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

shall be disposed off in a neat manner.

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

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

contractor shall provide all labour and materials such as lime, strings, pegs, nails, bamboos,

stones mortar, concrete etc. required for setting out alignment establishing bench marks and

giving profiles. The contractor shall be responsible for maintaining the B. Ms. Profiles

alignments and other stakes and marks as long as they are required for the work in the

opinion of the Engineer. If the contractor defaults in this respect even after the direction by

the Engineer within the specified time, they may be restored by the Engineer at the levels etc.

if there is any disagreement the contractor shall inform of it in writing to the officer

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

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

book shall not be deemed as disagreement.

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

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

or straight alignment, sections, grades and side slopes. The line out shall be clearly marked

and profiles of embankments where excavated materials are to be used shall be set up with

the toe line marked on each side. The road way section shall first be excavated with vertical

side for each lift and the sides slopes for that lift shall be excavated in steps. These steps shall

be smoothened to the required slope when the excavation reaches the road formation. The

Signature of Bidder Page 28 of

Ahmedabad Municipal Corporation

contractor shall on no account excavate beyond the slopes or below the specified grade

unless so directed by the Engineer in writing. If excavation is done below the specified level or

outside the section, it shall not be paid for and the contractor shall be required to fill up at his

own cost such extra excavation in the road portion, with approved materials of the

embankment grade in layers, watered and fully compacted to attain maximum density laid

down for the embankment in its relevant item. The Engineer may require measurement

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

be removed for the purpose of check measurements. The excavation shall be finished neatly,

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

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

water gutter shall be maintained by the contractor at his own cost in such a way that the

formation and gutters will be drained by providing for necessary diversions etc, and not

damaged due to obstruction of any drainage. Necessary passage shall be provided for leading

away seepage, springs, surface respect, he shall make good the damage at his own cost. If it is

necessary in the execution of the work to interrupt existing surface drainage, irrigation

channels, sewers or under drainage, temporary arrangements shall be provided till such time

as is necessary. The contractor at his own cost shall make the existing works or work in hand

caused as a result of his operations or negligence shall be made good by the contractor at his

own cost. Road side gutters shall be excavated to the specified sections and shall be

measured along with the main cutting in cubic meters.

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

slopes slide into the roadways before the final acceptance of the work, such slides shall be

removed by the contractor and shall be paid for at the contract rate for the class of

excavation involved provided the slides are not due to any negligence of the contractor. The

classification of the materials in slides shall conform to its conditions at the time of removal

and payment made accordingly regardless of its prior condition. Care shall be taken to see

that excavation is arranged in a safe way so that there will be no risk to the workmen by

slides, falling materials, boulders and collapsing sides etc.

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

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

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

giving sufficient warning. If necessary, signalers shall be stationed at each end to regulate

traffic where it is heavy. Measures shall be taken to see that the excavation does not affect or

damage adjoining structures or property. If there is damage to property, injury to workers,

the members of the public, animals etc., due to the negligence of the contractor, he will be

responsible and liable to all the consequence including compensation.

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

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

directly deposited at the required location in specified layers. No handling or conveyance

charges shall be paid if the material is temporarily deposited elsewhere and subsequently

conveyed to site of deposition. The sequence of operations at convenient places, without

interfering with the drainage in any way. If no Government land is available but the excavated

useful stuff is to be stacked temporarily before use under the same agreement, the

contractor shall make his own arrangements for the stacking of this material not required for

use on embankment or unsuitable materials may be used on his own to uniformly widen

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

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

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

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

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

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

Signature of Bidder Page 29 of

Ahmedabad Municipal Corporation

borrow pits in the length of the road where cutting stuff is to be utilized) but in that case the

full or part quantity on acceptable quality stuff for which payment is made or to be made will

be deducted from the net quantity of the earth work in the embankment arrived at, which

the chainage measured as above.

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

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

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

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

worked by the average end area method. When the classification of the strata changes, the

contractor shall bring this to notice of the Engineer, who will then verify and if necessary take

levels for the changed strata for purpose of measurement.

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

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

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

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

excavated rock and fly ash.

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

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

inconvenience to the public traffic finding which in view of public safety and traffic convenience. The

corporation shall carry out the work by any other agency at the contractor’s risk and cost. If the

instructions are not completed within 7 days from the date of order to cart the surplus materials and

clear the site, the said work shall be carried out by the Municipal Corporation at the risk and cost of

the contractor and no claim or dispute shall be entertained in this respect.

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

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

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

including carting of brickbats, metal, rubble vegetable and garbage, if necessary to clear the road

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

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

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

FOUNDATION AND PLINTH

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

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

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

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

MODE OF MEASUREMENT AND PAYMENT:

Signature of Bidder Page 30 of

Ahmedabad Municipal Corporation

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

ON PLANS OR DIRECTED.

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

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

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

Centering Below Supporting Floor To Celling Not Exceeding 4 M & Removal Of The Same

For In Situ Reinforced Or Plain Concrete Work In:- (A) Foundation, Footings, Bases Of

Columns Etc. And Mass Concrete..

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

The dimensions of scantlings and battens shall conform to the design. The strength of the wood shall

not be less than that assumed in the design.

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

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

Adequate arrangements shall be made by the contractor to safe guard against any settlement of the

form work during the course of concreting and after concreting. The form work of shuttering,

centering, scaffolding bracing etc shall be as per design.

Cleaning & Treatment of forms:

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

form before the concrete is placed and the form work in contact with concrete shall be cleaned and

thoroughly wetted or treated. The surface shall be then coated with soap solution applied before

concreting is done. Soap solution for the purpose shall be prepared by dissolving yellow soap in water

to get consistency of paint. Alternatively a coat of raw linseed oil or form oil of approved manufacture

may be applied in case steel shuttering is used. Soap solution or raw linseed oil shall be applied after

thoroughly cleaning the surface. Care shall be taken that the coating does not get on construction

joint surface and reinforcement bars.

Stripping time:

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

following periods:

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

Beams soffits (Props left under) 7 days.

Removal of props slabs

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

Removal of props to beams and arches

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

Signature of Bidder Page 31 of

Ahmedabad Municipal Corporation

Procedure when removing the form work:

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

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

surface shall be exposed where necessary in order to ascertain that the concrete has sufficiently

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

safely of the form work and concrete work before, during and after pouring concrete. Watch should

be kept to see that behavior of centering and form work is satisfactory during concreting. Erection

should also be such that it would allow removal of forms in proper sequence without damaging either

the concrete or the forms to be removed.

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

loads without any settlement.

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

concreting. But this will not relieve the contractor of his responsibility for strength, adequacy and

safety of form work and centering. If there is a failure of form work or centering, contractor shall be

responsible for the damages to the work, injury to life and damage to property.

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

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

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

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

contractor shall be solely responsible for the safety of the scaffolding, hoisting arrangement, ladders,

work and workman etc.

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

afford easy inspection.

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

cost of materials and labour for various operations involved such as:

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

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

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

beams, columns and the like.

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

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

Raking or circular cutting.

Signature of Bidder Page 32 of

Ahmedabad Municipal Corporation

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

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

retreated to prevent adhesion of concrete.

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

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

R.C.C. work including bending, binding and placing in position complete upto floor two

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

Fe-500 reinforcement for RCC works of various components of the structure. This may be

Tisco or any other approved manufacturer branch and corrosion resistant steel bars approved

by the Engineer Incharge. This includes cuttings, bending, binding, placing, with all

equipments and labour required for the work as directed by the Engineer In-charge,

Ahmedabad and all operations covered within the intent and purpose of the specification.

Being of Reinforcement:

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

conforming to the relevant IS codes (latest revision).

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

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

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

Bars bent during transport or handling shall be straightened before being used on work; they

shall not be heated to facilitate bending.

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

Placing of Reinforcement:

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

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

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

using stays blocks or metal chairs, spacer, metal hangers, supporting wires or other approved

devices at sufficiently close intervals. Bars will not be allowed to sag between supports nor

displaced during concreting or any other operation over the work. All devices used for

positioning shall be of non-corrodible material. Wooden and metal supports will not extend to

the surface of concrete, except where shown on the drawings, placing bars on layers of freshly

laid concrete as the work progresses for adjusting bar spacing will not be allowed. Pieces of

broken stone, brick or wooden blocks shall not be used. Layers of bars shall be separated by

spacer bars, precast mortar blocks or other approved devices.

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

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

of reinforcement in concrete already placed.

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

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

Signature of Bidder Page 33 of

Ahmedabad Municipal Corporation

bars are to be spliced and which are likely to be exposed for an indefinite period shall be

protected by a thick coat of neat cement grout.

Bars crossing each other, where required, shall be secured by binding wire (annealed) of size

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

other at the time of fixing and concreting. As far as possible, bars of full length shall be used.

In case this is not possible, overlapping of bars shall be done as directed by the Eng In-charge,

AMC, Ahmedabad. When practicable, overlapping bars shall not touch each other, but be kept

apart by 25 mm or 1 ¼ times the maximum size of the coarse aggregates whichever is greater,

by concrete between them. Where this is not feasible, overlapping bars shall be bound with

annealed steel wire, not less than [1 mm thickness twisted tight in eight shape around the

lapped bars. The overlaps shall be staggered for different bars and located at fixed locations

only along the span where neither shear nor being moment is maximum.

Welding of Bars

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

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

Welded joints shall preferably be located at points where steel will not be subject to more than

75 percent of the maximum permissible stresses and welds so staggered that at any one

section, not more than 33 per cent of the rods are welded. No –pre-warning or post heat

treatment is necessary. Interpass temperature should be limited to 200º C with low heat input

and equivalent strength low hydrogen type electrode. Suitable means shall be provided for

holding the bars securely in position during welding. It must be ensured that no voids are left

in welding and when welding is done in 2 or 3 stages, previous surface shall be cleaned

property. Ends of the bars shall be cleaned of all loose scale, rust, grease, paint and other

foreign matter before welding. Only competent welders shall be employed on the work.

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

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

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

Alternate immersion test

Salt spray test

Atmospheric exposure test

Sulphur dioxide test

Potentio dynamic test

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

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

excluding the cost of formwork and reinforcement for reinforced concrete work in (A)

Foundations, footings, Base of columns and Mass concrete (upto 10 ton)

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

BUILDING WORKS,

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

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

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

Signature of Bidder Page 34 of

Ahmedabad Municipal Corporation

automatic batching plant and transpoprted to site of work in transit mixer for a lead up to

10 kms. having continuious agigateted mixer,manufactured as per mix design of specified

grade for reinforced cement concrete works including pumping of R.M.C. from transit

mixer to site of laying,exluding the cost of centreing,shuttering,finishing and reinforcement

including the cost of admixture in recommended proportion as per IS 9103 to

accelrate/retard setting of concrete , improve wokability without impepairing strength and

durability as per direction of the engineer in charge without flyash( minimum cement level

as per latest IS 456 shall be maintained.

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

BUILDING WORKS,

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

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

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

Labor, Loading, Unloading, Transportaion Etc Complete As Per Direction Given By Engineer

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

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

pump, skim floater and power trowel.

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

recommendations.

Execution Tremix System

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

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

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

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

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

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

compaction caused by the vacuum dewatering process. (Slabs to have an aggregate hardener shall

have compensation made to maintain elevation). The vibrating screed shall be moved forward as

rapidly as proper consolidation allows. The proper surcharge of concrete must be maintained in front

of the leading edge of the screed.

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

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

suction mat shall extend 4 inches beyond the edge of the filter pad on all sides. The pads shall extend

to within 4" of the edge of concrete slab, and the mats shall cover entire slab. Before connecting the

Signature of Bidder Page 35 of

Ahmedabad Municipal Corporation

hose on the suction mat to the vacuum pump, the edges of the mat shall be smoothed to enable an

airtight seal to be created. A vacuum shall then be applied to the mat. After a minute the gauge on

the vacuum pump should indicate a minimum vacuum of 0.70 atmospheres (24.0 in. Hg) and if not,

the mat must be checked for leakage. For concrete that dewaters readily the vacuum should then be

maintained awt 0.70-0.80 atmospheres (24.0-25.5 in. Hg.) For concrete which dewaters less

efficiently (e.g. air-entrained concrete) the vacuum shall then be reduced to 0.50-0.60 atmospheres

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

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

atmospheres. (Where aggregate hardeners are specified, sufficient moisture shall be maintained to

meet manufacturer's requirements). The suction mats and filter pads shall then be removed and

moved to the next section in leapfrog manner.

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

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

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

floating operation must be delayed till the concrete carries the machine.

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

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

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

varies from 10 minutes to 2 hours.

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

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

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

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

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

final result with ponding

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

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

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

ETC. IN LAYERS N

OT EXCEEDING 20 CM. IN DEPTH CONSOLIDATION EACH DEPOSITED LAYER BY RAMMING AND WATERING.

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

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

BUILDING WORKS, SECTION. NO. 4.12, PAGE NO.

Signature of Bidder Page 36 of

Ahmedabad Municipal Corporation

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

Mortar in proportion 1:1 Salt glazed stoneware pipes including testing of pipes and joints

complete.(a)100 mm dia. & (b)150 mm dia.

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

quality and make and shall be brought on site after approval. (The pipes shall be laid in grade

as per instruction) contractor shall have introduce bills for standard pipes.

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

dispend in hot asphalt and caulking tools. The hydraulic pressured test shall be given be the

contractor for testing pipes and jointing. No. trenches shall be filed without the approval of the

Engineer in charge. The rate of the pipes work are inclusive of excavation and refilling. The

excavation etc. shall be done as follows :

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

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

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

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

completed sewer only when directed by the Engineer in charge looking to

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

usual methods of suing sight rails and bonning roads shall be adopted during the whole of the

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

excavation and invert of the sewer shall be checked by means of bonning road of appropriate

length and also straight edge. The bed of the trench be shall well remmed before starting

laying of sewer lines and cement concrete and masonary work.

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

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

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

anticipated the timbering shall be left in the ground. The various materials excavated shall be

separately stacked so that in refilling the may be relaid on the same order as before and least

possible damage shall be done carpet on the public roads and private properties. Surface

covering consisting of asphalt carpet shall be kept on one side and preserved for

reinstatement. The excavated earth shall not heaped near the trenchers so as to caused

unnecessary obstruction along the pulling inspection, trenches etc. shall be tunneled under

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

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

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

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

placed nearer than 3 meters from the outer edge of the excavated trench. The utmost shall

have to be taken in refilling the trenches so that no damage may be done no sewer no lump

shall be allowed to be put around the sewer. The remming of the filling shall be done and well

watered. The surplus earth shall be removed directed within 30 meters lead. The measurement

of the work shall be exact length and width of the trench as specified or as per City Engineer

instruction and depth shall be measured vertical as per section upto invert or the pipe lind The

City Engineer reserves the right of extra excavation on either side if considers necessary for the

safely of the work.

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

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

be allowed to bring the formation to proper level but contractor shall have to lay cement or

lime be concrete of filling or other acceptable materials as directed by C.E. at contractor won

cost so as to come to proper information, in case bas formation are met with the work shall

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Ahmedabad Municipal Corporation

have be done as per instruction of C.E. necessary arrangements for watering trenches must be

provided be contractor and without proper watering trenches will not be allowed to be tilled to

further. Contractor shall have to makearrangement for acees to invert of the sewer and for

inspection of the ware as ordered by the Engineer. If is required to shired or after the

alignment section of diameter of the pip the contractor shall carry or altered the alignment

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

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

to the changes made.

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

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

the work must be executed various day night without intruption when so ordered by the

All existing water pipe storm drains sewer line railway tract, electric cables etc. which

do not in theopinion of Engineer required to be charged in location shall be supported and

protected from injury by the contractor. The contractor shall be liable to pay all damages to

water pipe, drains electric and telephone cables and to private property during the execution

of this contract and the same will be recovered from the running bills or the deposit of work

whenever it becomes necessary in the opinion of the Engineer in charge location of any

existing sewers drains etc. not otherwise from in these specification the contractor shall do the

work of making such change and the work shall be paid for as extra work. All places of public

utility etc. shall be kept accessible for use. No extra payment shall be made for land sides and

side slopes done without prior approval of the Engineer in charge. Wherever natural soil

commends winder excavation the mentioned above the same shall be given after approved

C.E. The rate for excavation for easy jointing and caulking nothing extra shall be paid for this.

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

practicable of the lines are checked and approved of and order given by the Engineer in charge.

The refilling shall be accompanied by through watering the layers of 0.50 metrs. Further

refilling shall be done there after and process should be repeated till trenches are completely

refilled. Temping and ramming with rammers shall have to be done at all place of important

work where ordered by Engineer in charge. After the trench is give the trenches shall have to

be refilled within 4 days with complete watering. If the contractor fails to do watering

satisfactory corporation shall get it done at the risk and cost of the contractor with or without

giving any notice and the expenses incurred in doing so recovered from the contactor either in

cost or from his payment through bills.

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

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

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

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

tight C.I. cover with frame of 300mm x 300mm size (inside) with standard weight.(i) Square

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

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

to M-11. (3) Burnt brick shall conform to M-15. (4) The S.W. Gulley trap of 100 mm. x 10-0

mm. size shall conform to M-70.

Signature of Bidder Page 38 of

Ahmedabad Municipal Corporation

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

plans or as directed. The excavation work shall generally be done as per relevant specification

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

graded brick bats aggregate 40 mm. nominal size) foundation, 650 mm. square and 100 mm.

thick. The depth of top of concrete below the ground level shall be 675 mm. The jointing of

gulley outlet to the branch drain shall be done similar to jointing of S. W. pipe as described in

item No. 24.1 (A).

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

masonry 300 x 300 mm. inside with bricks in C. M. 1 : 5 (1 cement : 5 sand) shall be built be

built with a 100 mm. brick work round the gully trap from the top of bed concrete upto ground

level. The space between the chamber walls and the trap shall be filled with cement concrete

: 5 : 10. The upper portion of the chamber i.e. above the top level of the trap shall be plastered

inside with cement mortar 1 : 3 (1 cement : 3 sand) finished with floating coat of neat cement.

The corners and bottom of the chamber shall be rounded of so as to slope towards the grating.

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

Mode of measurements & payment :

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

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

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

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

Item No. 14 (A) & (b) Providing, laying, spreading and compacting graded stone aggregate

to wet mix macadam specification including premixing the Material with water at OMC in

mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers

in sub- base / base course on well prepared surface and compacting with plate compactor

to achieve the desired density.

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

specification including premixing the Material with water at OMC in mechanical mix plant carriage of

mixed Material by tipper to site, laying in uniform layers in sub- base / base course on well prepared

surface and compacting with plate compactor to achieve the desired density

For detailed specification refer latest edition of MoRTH.

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

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

Pavement / RCC Of Thickness Upto 0.20 Meter Including Demolishing The Asphalt

Signature of Bidder Page 39 of

Ahmedabad Municipal Corporation

Carpet,Metal,Soiling/Cutting Reinforcement Etc.Comp. With Stacking The Material As

Directed. Sub:-

A) Upto 0.20 Meter Thickness (By Manual).

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

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

with stacking the materials as directed. The road surface of asphalt shall carefully be opened to

full width as directed by the Engineer in charge so as to remove all cracks or other damaged

portions of road either manually or with the soiling shall be first be stripped off for the whole

width of trenches. All the materials shall be separately deposited in such places as may be

determined by the Engineer-in-charge. In case rubble not being so deposited or being mixed

up with the excavated materials will not be allowed for refilling. The cost of materials shall be

charged from the contractor. The decision of the C.E. shall be final and binding to the

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

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

Fuel, & Transportaion Etc Complete.

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

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

with stacking the materials as directed. For detailed specification refer item no.

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

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

Transportaion Etc Complete.

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

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

materials as directed. For detailed specification refer item no.

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

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

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

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

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

painted with letters of appropriate fonts directed. Work in general shall be carried out as per

instruction of engineer in charge.

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

Item No: 17 Constructing Slab type Chamber of following size including excavation, refilling, BBCC

(1:5:10), for foundation, C.C.Channel (1:2:4) finished, 15 mm thick cement plaster inside &

outside in CM 1:3, finishing with cement slurry, P/F 4 mm dia M.S.Steel HDPE coated steps

Signature of Bidder Page 40 of

Ahmedabad Municipal Corporation

35 cm c/c at 35 cm staggered masonary in CM 1:5, RCC Slab in CC 1:1.5:3, including

Centering & reinforcement but excluding the cost of chamber seat cover etc..completed.(a)

A) 0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 0.90meter for pipe dia <=150mm.

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

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

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

engineer. The specification for different items are as under:

This shall be done as per specification in Item No.

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

B Dept. booklet for General Technical Specification for building works , Page no. 31 , Section.

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

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

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

part 1 part of cement 2 part of sand, 4 part of black trap metal or other approved material of

size 1/4' to 1' well grade as per instruction.

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

instruction of C.E. The rate includes all necessary materials mixing lifting placing ramming

watering etc. the expressed faces to be neatly of the channels shall be half round as per

drawing and instructions of the engineer in charge.

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

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

the thickness of the plaster shall be 15 mm instead of 10 mm.

FRC SEAT COVER:

Frame shall be fixed in cement concrete all around and finished with neat cement.

The. F.R.C (L.D.-25) chamber seat and cover shall be as per central store approved design.

Cover [ 706 x 556 x 50 mm rectangular cover. 2.5 mt load design 50 x 2 mm MS flat all round.

12 mm ǿ plain round bar for lifting the cover & should be fitted with plastic caps ] and frame [

600 x 450 mm clear opening, outer size 816x 666x100 mm.on the upper periphery of frame

25 x 3 mm wide M.S. flat should be well embedded in concrete to protect the edge of frame

The M/s shall be on No. Basis.

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

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

thickness 10 C.M., finished 15 mm thick cement plaster inside & outside (Only for shaft) In

Cm 1:3, Finishing With Cement Slurry, P/F 4 Mm Dia M.S.Steel Hdpe Coated Steps 35 Cm

C/C At 35 Cm Staggered Masonary In Cm 1:5, Rcc Slab In Cc1:1.5:3 of thickness

Signature of Bidder Page 41 of

Ahmedabad Municipal Corporation

C.M.,Including Cantering & Reinforcement (Single jalli at 15 C.M. c/c bothway 10 mm

dia.)But Excluding The Cost Of Manhole Seat Cover Etc..Completed Of Size 0.75 X

Meter (Inside Clear, M.H. length should be parallel to the flow) 0.75 X 1.00 meter (Inside

Clear) & (a) Depth from 0.00 to 2.00 mt. (b)Depth from 2.00 to 3.00 mt

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

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

different items of manholes are as under :

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

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

booklet for General Technical Specification for building works , Page no. 31 , Section.No.

Brickwork(1:5):

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

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

C.C. Channels :

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

cement 2 parts of sand and 4 parts of aggregates of black trap metal of approved materials of

sizes from 0.6 to 2.5 cm. well graded as per instructions.

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

exposed faces to be finished with neat cement as per instructions. The channel shall be half

round in lies with the dia of pipe as per drawing and instruction of the engineer in charge.

Proper benching shall be provided at both sides of the channel.

Cement Plaster(1:3) :

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

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

shall be 15 mm instead of 10 mm.

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

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

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

according to the direction of Engineer-in-charge in charge

Carting of Surplus Earth :

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

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

to the direction of Engineer-in-charge in charge.

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

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

slab of manhole shall be cast with shutters lined with plywood and shall be smooth finished.

Signature of Bidder Page 42 of

Ahmedabad Municipal Corporation

For avoiding surface cracks due to variation in atmospheric temperature and exposure to

direct sunlight, RCC slab of manholes after casting shall be kept wet. M 20 grade of concrete

used for construction of RCC manholes shall have minimum cement content of 360 kg/cum of

concrete. Bar bending schedule for reinforcement shall be prepared by contractor and got

approved from owner/ engineer before proceeding with the work. Minimum cover to the

reinforcement shall be 40 mm.

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

satisfactory completion of this item as described above.& the drawing as per A.M.C Dr. S.O.R

shall be final. The rate shall be for a unit of one number basis.

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

damaged brick work and repairing by brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and

fixing C.I. steps and existing MH sheet cover, removing the debris from MH and carting the

same as directed.

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

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

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

M/s shall be on No. basis.

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

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

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

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

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

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

The M/s shall be on No. basis.

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

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

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

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

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

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

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

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

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

Signature of Bidder Page 43 of

Ahmedabad Municipal Corporation

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

and Load design, with minimum concrete grade M30 and minimum cement content shall be

360 kg / m3, with maximum water cement ratio of 0.45, minimum reinforcement shall be

kg/cmt of bars or with welded wire mesh, The minimum volume of fibers shall be 0.5 % of the

volume of the concrete. equivalent dia of fiber shall not be greater than 0.75 mm, the length

to eq.dia ratio of fiber shall be in range of 50 to 80, 2mm th M.S. flat of full thickness around

periphery of cover shall be provided, for lifting arrangement 16 or 12 mm dia plain bar should

be fitted with G.I. or plastic cup as per load design incl. loading carting unloading stacking etc.

complete as per IS 12592 & as directed.

The M/s shall be on NO basis.

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

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

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

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

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

protecting for 7 days etc. complete as directed. M.H. seat cover will be supplied

byA.M.C.(from any store).

The M/s shall be on No. basis.

Item No. 23 Supplying, labour for break down repairing work for activities like excavation,

disliting, removing debris from trench back filling etc. comp. as directed by Eng.in charge.

Mazdoor at day /Night

Supplying, labour for excavation of all types of soil at any depth including excavation of

asphalt pavement of any thickness, demolition of brick work in CM of any proportion including

stacking of serviceable materials and disposal of unserviceable material etc. comp. as directed.

no labourer shall be of age 18 years or below. contractor is required not to supply any child

lobour. Supervisor or mukkadam shall be supplied as per the in struction of Engg in charge. M/s.

shall be on No. basis.

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

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

allowed for non working condition of machinery )

Providing and operation dewatering Pump including fuel charges & operator Charges

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

allowed for non working condition of machinery )

M/s. shall be on Shift. basis.

Item no 25 Providing & Supplying JCB Machine on rental basis in case of emergency situation and

break down type work & also during unavoidable condition as per instruction of

engg.incharge , rate includes all nece. shifting, fuel and operating charges and stacking of

useful & non-useful materials separately up to store. (No payment should be allowed for non

working condition of machinery and for pipe line excavation and laying work)

Signature of Bidder Page 44 of

Ahmedabad Municipal Corporation

Providing & Supplying JCB Machine on rental basis in case of emergency situation and

break down type work & also during unavoidable condition as per instruction of engg.incharge

rate includes all nece. shifting, fuel and operating charges and stacking of useful & non-useful

materials separately up to store. (No payment should be allowed for non working condition of

machinery and for pipe line excavation and laying work)

M/s. shall be on Hour. basis.

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

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

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

Allowed only for break down work)

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

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

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

Allowed only for break down work)

M/s. shall be on Hour. basis.

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

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

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

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

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

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

M/s. shall be on Shift. basis.

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

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

payment should be allowed for non working condition of machinery and for pipe

line excavation and M.H. work. Allowed only for break down work)

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

Demolishing Work on site by using Operator, fuel, power Supply etc. Complete as

Directed. (No payment should be allowed for non working condition of machinery and

for pipe line excavation and M.H. work. Allowed only for break down work)

M/s. shall be on Shift. basis.

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

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

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

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

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

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

and 15 mm thick cement plaster inside the catch pit in the proportion of CM

(1:3) with out jali etc. comp. as directed.

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

depth up to 1 mt including excavation, B.B.C.C. (1:5:10), 23 cms thick brick maso. wall

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

and 15 mm thick cement plaster inside the catch pit in the proportion of CM (1:3)

with out jali etc. comp. as directed.

Signature of Bidder Page 45 of

Ahmedabad Municipal Corporation

Measurements shall be given on Nos.basis.

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

watering, ramming etc comp. as dir.

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

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

unit of one sq. Meter.

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

activity of excavation, ramming, Laying on sand bedding as per requirement to fix the

Nibhada Stone in Line & Level with cement pointing in cement mortar 1:2 etc complete as

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

shall be of ordinary nimbhada stone instead of rough kota stone .

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

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

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

87 except that the base shall be sand bedding of 5 cm thickness and cement pointing shall be

in proportion 1:3

Mode of measurment shall be on smt basis

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

60mm thick with grade of concrete M300 pnumatic compressed / vibrated mechanically and as

per approved design Confirming to IS 15658 : 2006 including 35 mm Sand layer for levelling and

filling the joint with sand in proper line and level as per guidlines of IRC : SP 63- 2018 etc.

DETAILED GENERAL TECHNICAL SPECIFICATIONS FOR BUILDING WORKS

Approved SOR 2023-2024

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

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

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

aggregate of Sevaliya/Timba or equivalent quality for pre-cast blocks,

reasonably exposed finish/ formwork, mould with well equipped with

vibratory system for kerb stones of approved design including curing,

etc. complete, including the cost of formwork etc. complete. The rate shall

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

and level on 5 cm thick sand bedding with necessary equipments and

materials. The rate shall also include the flush pointing in CM (1:3) for all

joints of the kerbstones. Filling of zari alone the sides of the kerb stone

fixed with Bituminous concrete / C.C. mixed in proper position to flush

Signature of Bidder Page 46 of

Ahmedabad Municipal Corporation

with the road surface as directed by Engineer in change to form a

portable mixture. In any case Gravel or such type of materials shall not be

allowed for production.

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

paver blocks. The work includes :

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

requirements of AMC's technical specification.

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

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

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

Specifications. AMC reserves the right to carryout test at random. Cost for such tests to be

borne by party incl. carting of materials.

TECHNICAL SPECIFICATIONS :

I) Rubber mould reflective Paver Block Manufacturing Facilities:

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

facilities & shall be got approved before carting materials to site.

1.1 Concrete Block making Machines :

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

Paver Blocks by obtaining high level of compaction by application of hydraulic compaction

and also by high intensity vibration to the moulds. The machine should have automatic

control panel for uniformity in strength.

1.2 Concrete Batching & Mixing

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

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

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

1.4 Laboratory (Desirable but not essential):

The factory should have the following:

(i) Compression testing machine of adequate capacity.

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

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

paver blocks manufactured in the factory.

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

of Rubber mould reflective paver blocks.

II) SPECIFICATIONS FOR COLOURED RUBBER MOULD REFLECTIVE PAVER

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

specifications using approved colour Pigment of “BAYER” Make “BAYFERROX IRONOXIDE

PIGMENTS” with minimum colour pigment of 3% by weight of cement. The colour shade shall

Signature of Bidder Page 47 of

Ahmedabad Municipal Corporation

be as selected by AMC before commencement of the work. White cement shall be used for

colored pavers to obtain the desired colour shade.

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

colour for period of 3 months from the date of completion. Otherwise contractor shall have to

replace it without any cost.

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

reflective pavers shall be as per attachment.

III)RUBBER MOULD REFLECTIVE PAVER BLOCKS CHARACTERISTICS:

The concrete Rubber mould reflective pavers should

have perpendicularities after release from the mould

and the same should be retained until the laying.

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

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

surface run off.

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

ensure compacted sand filling after vibration on the paver Surface.

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

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

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

reflective pavers.”

IV) Rubber mould reflective Paver Block Dimensions :

Shape Uniregular (Uniform Shape with no

Hollow Or Creacks) Uni, I shape, tri hex

or directed by Addl .C.E.

Chamfer 4mm to 6mm along top edges

Colour a. Natural cement grey colour

without use of any pigment.

b. For coloured Rubber mould

reflective pavers refer “specifications for

coloured pavers”

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

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

V) Testing of Rubber mould reflective Paver Blocks :

SR. Average Values

NO. (Average of Minimum

Five Samples/Site)

1. Compressive Min. 20 N/Sqmm for

Signature of Bidder Page 48 of

Ahmedabad Municipal Corporation

Strength 60mm thick

2. Flexural Strength Minimum 4.5 N/Sqmm

4. Water Absorption Maximum 5.80%

* Sampling and Testing procedure as per enclosed specifications

SAMPLING AND TESTING PROCEDURES FOR RUBBER MOULD REFLECTIVE PAVER

INTERNAL – Average of minimum 3 samples per 5000 Blocks.

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

1. Sampling For Testing

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

2. Compressive Strength

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

suggested by AMC.

3. Abrasion Resistance

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

4. Flexural Strength

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

5. Water Absorption

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

for Concrete Masonry Units)

Sampling of Rubber mould reflective Paver blocks.

1. Method of sampling :

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

more than 50000 blocks, shall be divided into ten approximately equal groups. Three blocks

shall be drawn from each group.

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

ITEM NO 34 Providing and fixing pre-cast concrete kerb stone of gray cement based

concrete block 30cm length,30cm height and 15cm thick of M200 grade concret

grade using 20 mm nominal size black trap aggregate of Sevaliya/Timba or

equivalent quality for pre-cast blocks, reasonably exposed finish/ formwork , mould

Signature of Bidder Page 49 of

Ahmedabad Municipal Corporation

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

Bituminous concrete / C.C. mixed in proper position to flush with the road surface

as directed by Engineer in change to form a portable mixture.

Laying on 5 cm thick Sand Bedding

The curb shall be M-20 of size 300 x 150 x 380mm it shall be laid in proper line and camber

and jointing vata in C.M. 1:3 prop. Including the activities of excavation, ramming etc. comp.

Trenches of specified width and depth shall first be mode along the edges of the wering

course of the road of along the line of pave block flooring to receive the restraint block. The

bed of the trenches shall be compacted manually with steel rammers firm and even surface

and then stones shall be set in P.C.C. The edge restraint blocks shall be laid with their length

running parallet to the paving edge, true in line and gradient. The joints of blocks shall be not

more than to mm and filled with the CM 1:3 (1 cement: 3 fine sand) which shall be cured for

The edge shall be restored and all surplus earth including rubbish etc. disposed off as directed

by the engineer in charges.

Length of the finished work shall be measured in running meter along the edge of the paving

correct to a cm.

The rate shall include the cost the materials and labour including stone of specified materials

involved in all the operation described above. Sampling for testing on kerb shall be done

Sampling for testing on kerb shall be done in accordance with appendix – A as per Item No.

13. Testing for compressive strength relevant shall be undertaken in accordance with I.S.

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

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

unloading As dire. By engg. Incharge.Sand should be good qulity & free from all orgnanic &

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

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

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

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

Signature of Bidder Page 50 of

Ahmedabad Municipal Corporation

shale, alkali, salts, organic matter loam, mica or other deleterious substances and shall be got

approved from the Engineer-in-charge. The sand shall not contain more than 8% of silt as determined

by field test and 3% by laboratory test , if necessary the sand shall be washed to make it clean. All

sand to be used for plaster, brickwork , concrete shall be strictly sieved by 4.75 mm seive.

Testing Standards :

A. Silt Content :

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

shall weigh 10 Kg.

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

B. Fineness Modulus :

Sampling : Sampling shall be as in A.

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

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

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

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

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

C. The sieve analysis of sand shall be as under

IS Sieve % By weight IS Sieve % By Weight

Designation Passive sieve Designation passive sieve

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

Item No. 36:-Providing and supplying bag of 53 grade opc cement as in good condition to use

purchase from the market in amc store incl. loading, unloading and stacking as directed by engg.

Incharge (market rate)

Providing and supplying bag of 53 grade ordinary portland cement like ultratech, jk laxmi, ambuja

brand as in good condition to use purchase from the market in amc store incl. loading, unloading and

stacking as directed by engg. Incharge and relevant other specification apporeved by R & B guide line

Signature of Bidder Page 51 of

Ahmedabad Municipal Corporation

The Mode of measurement and rate shall be given as per one No. basis.

Item No. 37: Supplying grit size of 6.3 to 10 mm size at AMC Road Store incl.loading

unloading grit shall consist of crushed or broken stone and be hard strong dense,durable

clean from dust of proper gradation and free from skin on coating likely to preven proper

Supplying grit size of 6.3 to 10 mm size at AMC Road Store incl.loading unloading.

Grit shall consist of crushed or broken black trap stone and be hard, strong, dense, durable clean of

proper gradation and free from skin or coating likely to prevent proper adhesion of mortar. Grit shall

generally be cubical in shape and as far as possible flaky elongated pieces shall be avoided. It shall

generally comply with the provisions of IS : 383 Unless special stone of particular quarries is

mentioned, grit shall be obtained from the best black trap or

equivalent hard stone as approved by the Engineer-in-charge. The grit shall have no deleterious

reaction with cement.

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

IS Sieve % By weight IS Sieve % By Weight

Designation Passive sieve Designation passive sieve

The crushing strength of grit will be such so as to allow the concrete in which it is used to build up the

specified strength of concrete.

The necessary tests for grit shall be carried out as per the requirements of IS : 2386 (parts I to VIII) , as

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

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

Seal and Signature of the Bidder Addi. City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 52 of

Ahmedabad Municipal Corporation

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fu ytExb yufÍefGþx l &tg <uÔþk vK clNu. ytlt btxu ftuEvK «fthle J¤<hle btkdKe fhJtle

hnuNu lrn fu CtJ J^thtu, vK ytvJtltu &Nu lrn. <ult btxu Ãþh<tk mt^ltu ylu bsqhtu ntug, yuf mt&u

yluf søgtytuyu ftb fhJtle ûtb<t ntug <ubKu s rJathelu xuLzh ChÔþk. bsqhtu l&e fu dtbzu s<t

hÌtt Au fu ntu¤e, lJhtºte, r>Jt¤e, jøl meÍl fu yLg <nuJthtubkt fu «mkdtubtk bsqhtu ytJ<t l&e

<uJt fu ceò ftuEvK cntlt nuX¤ ftb ck^ htFe NftNu lrn. yLg&t htusu htus ftblt sÚ&t ylu

sYhegt< bwsc RLatso yrLSrlghle mwalt bwsc J^thtle vulÕxe ftb ck^ hnu fu MËalt fh<t

ytuAt bsqhtu ytJu <ulu je^u fhJtbtk ytJNu."

Seal and Signature of the Bidder Addi. City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 53 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT (CENTRAL ZONE)

BILL OF QUANTITY

Sr. Item Description

Qty. Rate per Amount

PART A (RCC Road related Work)

Dismentaling tiled of stone floors laid in mortar

including stacking of serviceable materilas and

1 390.00 disposal of unserviceable materials with all lead and 47.25 Smt

lift (P.140 I.No.2005 Building S.O.R.2023-2024)

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

2 40.00 materials and disposing off the excavated stuff 201.81 Cmt

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

(P.50 I.No.04B001A Building S.O.R.2023-2024)

Conveyance charges of lime, murrum, building,

rubbish, manure or sludge and excavated rock and fly

3 50.00 ash J. 5.00 km (P.6 Statement 5 I.No.030201A1 326.73 Cmt

Building S.O.R.2023-2024)

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

4 coarse sand : 8 hand broken stone aggregates

4 35.00 mm nominal size) and curing complete excluding cost 2634.11 Cmt

of form work in Foundation and plinth (P.52

I.No.05004A Building S.O.R.2023-2024)

Providing formwork of ordinary timber planking so

as to give a rough finish including centering

shuttering strutting and propping etc. Height of

propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the

5 9.00 same for in situ reinforced concrete and plain 171.68 Smt.

concrete work in. (A) Foundations Footings Bases of

Columns etc. and Mass concrete. (P.78 I.No.09001AA

Building S.O.R.2023-2024)

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

work including bending, binding and placing in

6 345.00 position complete upto floor two level (P.54 66.59 kg

I.No.05014BA Building S.O.R.2023-2024)

Providing and laying controlled cement concrete

M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced

7 35.00 concrete work in (A) Foundations, footings, Base of 3977.88 Cmt.

columns and Mass concrete(P.56 I.No.05024AA

Building S.O.R.2023-2024)

Signature of Bidder Page 54 of

Ahmedabad Municipal Corporation

Providing and laying in position Ready Mixed M

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

8 25.00 centering shuttering finishing and reinforcement 4793.10 Cmt.

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) (P.66 I.No5055 Building S.O.R.2023-

P/A Tremix With Dewartering Machine And Floater

Machine On Constructed Cc Work For Finishing The

Surface As Per Requirement. The Rate Including All

9 396.00 Machinaries, Labor, Loading, Unloading, 48.21 Smt

Transportaion Etc Complete As Per Direction Given

By Engineer In Charge.

Filling available excavated earth (excluding rock)

in trenches. plinth, sides of foundations etc. in

10 5.00 layers not exceeding 20 cm. in depth consolidating 129.10 Cu.M

each disposited layer by ramming and watering.

(P.48 I.No.4006 Building S.O.R.2023-2024)

Providing and laying (to level or slopes) and jointing

with stiff mixture of Cement Mortar in proportion

11 30.00 1:1 Salt glazed stoneware pipes including testing of 211.05 Rmt

pipes and joints complete.(A) 100mm dia. (P.172

I.No.24001AA Building S.O.R.2023-2024)

Providing and laying (to level or slopes) and jointing

with stiff mixture of Cement Mortar in proportion

1:1 Salt glazed stoneware pipes including testing of

12 15.00 pipes and joints complete.(B) 150mm dia. (P.172 288.23 Rmt

I.No.24001BA Building S.O.R.2023-2024)

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

brick masonry chamber and water tight C.I. cover

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

13 20.00 standard weight.(i) Square mouth traps. (A) 1279.40 Each

100mm x 100mm size P type. (P.173 I.No.24006AA

Building S.O.R.2023-2024)

Signature of Bidder Page 55 of

Ahmedabad Municipal Corporation

Providing, laying, spreading and compacting graded stone

aggregate to wet mix macadam specification including

premixing the Material with water at OMC in mechanical

mix plant carriage of mixed Material by tipper to site,

laying in uniform layers in sub-base/base course on well

14 0.00 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) 10.00 Production & Supply of WMM 1975.00 Cmt.

(B) 10.00 Laying of WMM 35.00 Cmt.

Extra rate over item of excavation of earth for

excavation of asphalt pavement / RCC of thickness

upto 0.20 meter including demolishing the asphalt

15 0.00 carpet,metal,soiling/cutting Reinforcement etc.comp.

with stacking the material as directed.SOR - (Jan.

2016) Rates for work of Drainage / SWD pipe line

a) upto 0.20 meter thickness (By Manual) AMC

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

b) 0.20 meter to 0.30 meter (By Breaker Machine

including cost of operator, fuel, & transportaion etc

b 50.00 complete. AMC Drainage / SWD pipe line 178.57 Smt

S.O.R.Jan/2016 Sr.4(b)

c) 0.30 meter & above (By Breaker Machine including

c 80.00 cost of operator, fuel, & transportaion etc complete. 312.50 Smt

AMC Drainage / SWD pipe line S.O.R.Jan/2016 Sr.4©

P/F Name Board of 45X60 cm size showing grant

16 2.00 detail with necessary painting & writing letters as per 223.21 No

given inst. & design etc comp.Sub:-

Constructing Chamber of following size including

excavation, refilling, BBCC (1:5:10) for foundation,

C.C.Channel (1:2:4), finished 15 mm thick cement

17 0.00 plaster inside in CM 1:3, finishing with cement slurry,

Brick masonary in CM 1:5 & excluding the cost of

chamber seat cover etc..completed. SOR - (Jan.

2016) Rates for work of Drainage / SWD pipe line

0.60 X 0.45 mt. size Inside Clear, Depth from

a 2.00 to 0.90meter for pipe dia <=150 mm. AMC Drainage / 2261.61 No.

SWD pipe line S.O.R.Jan/2016 Sr.11(a)

0.60 X 0.75 mt. size Inside Clear, Depth from

b 2.00 to 0.90meter for pipe dia <=20 mm.AMC Drainage / 2874.11 No.

SWD pipe line S.O.R.Jan/2016 Sr.11(b)

0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to

c 1.00 1.20 meter for pipe dia <=20 mmAMC Drainage / 3905.36 No.

SWD pipe line S.O.R.Jan/2016 Sr.11©

Signature of Bidder Page 56 of

Ahmedabad Municipal Corporation

Constructing Slab Type M.H. Chamber Of The

Following Size Including Excavation, Refilling, Brick

Bats Cement Concrete (1:5:10) of thickness 15 C.M.,

CC Channel (1:2:4) of thickness 10 C.M., finished

mm thick cement plaster inside & outside (Only for

shaft) In Cm 1:3, Finishing With Cement Slurry, P/F

Mm Dia M.S.Steel Hdpe Coated Steps 35 Cm C/C At

35 Cm Staggered Masonary In Cm 1:5, Rcc Slab In

Cc1:1.5:3 of thickness 15 C.M.,Including Cantering &

Reinforcement (Single jalli at 15 C.M. c/c bothway

mm dia.)But Excluding The Cost Of Manhole Seat

Cover Etc..Completed Of Size 0.75 X 1.00 Meter

(Inside Clear, M.H. length should be parallel to the

flow)SOR - (Jan. 2016) Rates for work of Drainage /

1.00 to 2.00 meter depth, (Slab at Ground level) (for

a 2.00 pipe dia <=230 mm) AMC Drainage / SWD pipe line 5651.79 No.

S.O.R.Jan/2016 Sr.12(a)

2.00 to 3.00 meter depth, (Slab at below 0.60 mt.

b 1.00 From G.L.) (for pipe dia <=300 mm) AMC Drainage / 11395.54 No.

SWD pipe line S.O.R.Jan/2016 Sr.12(b)

Repairing damaged M.H. and rasing M.H. up to road

level incl. removing damaged brick work and

repairing by brick masonry in C.M. 1:5 and plaster in

19 0.00 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. SOR - (Jan. 2016) Rates for work of

Drainage / SWD pipe line

(A) up to 0.15 mt. (@ Two Coarse) AMC Drainage /

SWD pipe line S.O.R.Jan/2016 Sr.21(a)

(B) up to 0.35mt. (@ Four Coarse)AMC Drainage /

SWD pipe line S.O.R.Jan/2016 Sr.21(b)

(C) up to 0.65 mt. (@ Seven Coarse)AMC Drainage /

SWD pipe line S.O.R.Jan/2016 Sr.21©

(D) up to 0.90 mt. (@ Ten Coarse )AMC Drainage /

SWD pipe line S.O.R.Jan/2016 Sr.21(d)

Repairing damaged I.C./ Raising removing damaged

brick work and repairing by brick masonry in C.M. 1:5

and plaster in C.M. 1:3 and fixing C.I. steps and

existing chamber sheet cover, removing the debris

20 3.00 from chamber and carting the same as directed. SOR 401.79 No.

- (Jan. 2016) Rates for work of Drainage / SWD pipe

lineAMC Drainage / SWD pipe line S.O.R.Jan/2016

21 1.00 As per Central Store Circular No.01/2025-26 Dt. 6165.25 No.

21.04.2025(SET cover and frame) F.R.C. Extra Heavy Duty

[EHD-35] Machinehole Covers & Frame- 560mm ø clear

opening, The dimension of frame and cover as per

mentioned in Amend No. to IS 12592 : 2002 table

Signature of Bidder Page 57 of

Ahmedabad Municipal Corporation

a 1.00 (SET cover and frame) F.R.C. Heavy Duty [HD-20] 5889.83 No.

Machinehole Covers & Frames- 560mm ø clear opening,

The dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 :2002 table

b 1.00 (SET cover and frame) F.R.C. Medium Duty [MD-10] 4025.42 No.

Machinehole Covers & Frames- 560mm ø clear opening,

The dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 :2002 table 1 (SET cover and

c 1.00 (SET cover and frame) F.R.C. Light Duty [LD-2.5] 1652.54 No.

Machinehole Covers & Frames- 560mm ø clear opening,

The dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

d 1.00 (SET cover and frame) F.R.C. Medium Duty [MD-10] 4025.42 No.

Chamber Covers & Frame- 600 x 450 mm clear opening,

The dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

e 1.00 (SET cover and frame) F.R.C. Light Duty [LD-2.5] Chamber 3262.71 No.

Cover & Frame - 600 x 450mm clear opening,The

dimension of frame and cover as per mentioned in Amend

No.1 to IS 12592 : 2002 table

f 1.00 (SET cover and frame) F.R.C. Light Duty [LD-2.5] Chamber 1822.03 No.

Cover & Frame:-450 x 450mm clear opening,The

dimension of frame and cover as per mentioned in Amend

No.1 to IS 12592 : 2002 table

g 1.00 F.R.C. Strom Water Grating Grating(Jali): 740 x 740 x 5173.73 No.

90mm square jali, 20:00 MT load design, 90x2mm MS flat

allround,Frame: 600 x 600mm clear opening, outer size-

900 x 900 x 165 mm. On the upper periphery of frame 25 x

3mm wide MS flat should be well embded in concrete to

protect the edges of frame

h 1.00 F.R.C. Strom Water Grating Grating(Jali): 690 x 690 x 4741.53 No.

70mm square jali, 20:00 MT load design, 70x2mm MS flat

allround,Frame: 600 x 600mm clear opening, outer size-

800 x 800 x 120 mm. On the upper periphery of frame 25 x

3mm wide MS flat should be well embded in concrete to

protect the edges of frame

I 1.00 F.R.C. Strom Water Grating Grating(Jali): 620 x 620 x 4734.75 No.

75mm square jali, 20:00 MT load design, 75x1.2mm MS

flat allround,Frame: 500 x 500mm clear opening, outer

size- 770 x 770 x 135 mm. On the upper periphery of frame

25 x 1.5 mm wide MS flat should be well embded in

concrete to protect the edges of frame

Carting and Fixing M.H., Chamber or Catchpite Seat

and Cover in line and level to match exisisting road

level in C.C. 1:2:4 and finishing smooth, watering and

protecting for 7 days etc. complete as directed. M.H.

22 1.00 seat cover will be supplied byA.M.C.(from any store) 750.00 No.

SOR - (Jan. 2016) Rates for work of Drainage / SWD

pipe lineAMC Drainage / SWD pipe line

S.O.R.Jan/2016 Sr.24

Signature of Bidder Page 58 of

Ahmedabad Municipal Corporation

Supplying, labour for break down repairing work for

activities like excavation, disliting, removing debris

23 0.00 from trench back filling etc. comp. as directed by

Labour charges - Mazdoor (Female) R & B Ah.City

S.O.R.23-24 I.Code L021 Page No.39

Labour charges - Mazdoor (male) R & B Ah.City

S.O.R.23-24 I.CodeL022 Page No.39

Providing and operation dewatering Pump including

fuel charges & operator Charges etc. as directed etc.

comp. (Shift for Eight Hour) (For Each Pump Set, No

24 2.00 payment should be allowed for non working 535.71 Shift

condition of machinery ) SOR - (Jan. 2016) Rates for

work of Drainage / SWD pipe line Machinery Sr.1

Providing & Supplying JCB Machine on rental basis in

case of emergency situation and break down type

work & also during unavoidable condition as per

instruction of engg.incharge , rate includes all nece.

shifting, fuel and operating charges and stacking of

25 2.00 useful & non-useful materials separately up to store. 535.71 Hour

(No payment should be allowed for non working

condition of machinery and for pipe line excavation

and laying work) SOR - (Jan. 2016) Rates for work of

Drainage / SWD pipe line Machinery Sr.4

Supplying Pneumatic Breaker Machine for RCC Slab

or Asphalt Demolishing Work on site by using

Operator, fuel, power Supply etc. Complete as

Directed. (No payment should be allowed for non

26 5.00 working condition of machinery and for pipe line 535.71 HR.

excavation and M.H. work. Allowed only for break

down work) SOR - (Jan. 2016) Rates for work of

Drainage / SWD pipe line Machinery Sr.10

To provide Tractor with Hydraulic Trolley, driver with

fuel, to carryout different works during day/night for

8 Hrs. Shift. Work shall be carried out as per the

27 1.00 instructions of Engineer In-Charge. No extra charged 2104.09 Shift

shall be paid for night shift. GWSSB S.O.R22-23

Machinery Sr.7 page no.105

Supplying Electric Breaker Machine for RCC Slab or

Asphalt Demolishing Work on site by using Operator,

fuel, power Supply etc. Complete as Directed. (No

payment should be allowed for non working

28 1.00 condition of machinery and for pipe line excavation 1071.43 Shift

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

Based on Previously approved rate by C E sir ) SOR -

(Jan. 2016) Rates for work of Drainage / SWD pipe

line Machinery Sr.9

Signature of Bidder Page 59 of

Ahmedabad Municipal Corporation

Constructing Bombay Pattern Type Catch Pit of size

0.60 x 0.60 depth up to 1 mt including excavation,

B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the

prop. of CM (1:6) with 40 mm thick IPS flooring in the

29 1.00 prop M15 at bottom and 15 mm thick cement 3043.48 No.

plaster inside the catch pit in the proportion of CM

(1:3) with out jali etc. comp. as directed SOR - (Jan.

2016) Rates for work of Drainage / SWD pipe line

Labour work for fixing any kind of paving with

cement pointing in CM 1:2, including watering,

30 0.00 ramming etc comp. as dir.For pavementSOR - (Jan. -

2016) for Central Verge / Footpath / Stone Paving

I) Laying on Sand bedding as per requirement to fix

the C.C.Block / Nibhada Stone in Line & Level AMC

a 70.00 Central Verge / Footpath / Stone Paving 69.64 Smt

S.O.R.Jan/2016 Sr.4 I Code

Supplying and fixing Nimbhada ladi 37 to 50 mm thick

for walk-way, covering the activity of excavation,

ramming, Laying on sand bedding as per requirement

31 0.00 to fix the Nibhada Stone in Line & Level with cement

pointing in cement mortar 1:2 etc complete as

directed.SOR - (Jan. -2016) for Central Verge /

Footpath / Stone Paving

Nimbhada ladi paving (37 to 50 mm.) AMC Central

Verge / Footpath / Stone Paving S.O.R.Jan/2016 Sr.8

Providing and fixing pre-cast Rubber Dye / steel Dye

inter locking concrete block 60mm thick with grade

of concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design

Confirming to IS 15658 : 2006 including 35 mm Sand

32 250 layer for levelling and filling the joint with sand in 680.10 Smt.

proper line and level as per guidlines of IRC : SP 63-

2018 etc. Complete.(P.123 I.No14033 Building

Signature of Bidder Page 60 of

Ahmedabad Municipal Corporation

Supplying and fixing of 380 mm H x 300 mm L x

mm B Kerb block for Central Verge in M-20 grade

using 20 mm nominal size black trap aggregate of

Sevaliya/Timba or equivalent quality for pre-cast

blocks, reasonably exposed finish/ formwork, mould

with well equipped with vibratory system for kerb

stones of approved design including curing, etc.

complete, including the cost of formwork etc.

complete. The rate shall also include necessary

cutting of asphalt, fixing the Kerb stones in line and

33 100.00 level on 5 cm thick sand bedding with necessary 433.93 Rmt.

equipments and materials. The rate shall also

include the flush pointing in CM (1:3) for all joints of

the kerbstones. Filling of zari alone the sides of the

kerb stone fixed with Bituminous concrete / C.C.

mixed in proper position to flush with the road

surface as directed by Engineer in change to form a

portable mixture. In any case Gravel or such type of

materials shall not be allowed for production. AMC

Central Verge / Footpath / Stone Paving

S.O.R.Jan/2016 Sr.1

Providing and fixing pre-cast concrete kerb stone of

gray cement based concrete block 30cm length,30cm

height and 15cm thick of M200 grade concret as per

34 50.00 approved design and including excavation for fixing in 376.43 Rmt.

proper line and level,filling the joint with C:M 1:3

(1cement:3fine sand) etc complete.R & B Ah.City

S.O.R.23-24 I.Code 14032 Page No.123

Supplying good quality River sand free from foreign

materials, impurities etc comp as dire at different

store of khadiya ward with loading and unloading etc

35 3.00 comp R & B Ah.City S.O.R.23-24 mat.Sr.191 page 13 + 588.50 Cmt

Statement 5 Col.5 + ABOVE 50Km.

Providing and supplying cement as in good condition

to use purchase from the market in amc store incl.

36 10 loading, unloading and stacking as directed by engg. 470.16 Bag

Incharge GWSSB SOR 22-23 Page no.10 Sr.No.8

Supplying grit size of 6.3 to 10 mm size at all road

store of khadiya ward incl. loading unloading grit

shall consists of crushed or broken stone and be hard

strong dense, durable clean form dust of proper

37 4.00 gradation and free from skin on coating likely to 803.67 Cmt

preven proper adhension of mortar R & B Ah.City

S.O.R.23-24 mat.Sr.158 page 13 + Statement 5 Col.5 +

Painting Two Coats on divider and footpath curb

surface / New Concrete Surface ( Painting two coats

38 345.00 after filling the surface with synthetic enamel paint in 71.86 Smt.

all shades on new plastered concrete surfaces)

Signature of Bidder Page 61 of

Ahmedabad Municipal Corporation

Providing and fixing M.S. grills of required pattern to

wooden frames of windows etc. with M.S. flats at

required spacings and frame alround, square or

39 120.00 round bars with round headed bolts and nuts or by 100.17 Kg.

screws (A) Plain Grill. (r nd b 2023-24 pg no 87 item

Seal and Signature of the Bidder Addi. City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 62 of