Const. R.C.C. Road at Old Jamalpur area diff. Places under M.P., M.L.A., Muni. Councilor and Other Budget in Jamalpur Ward. (ARC)

Name of work: -bægÍtul sbtjvwh Jtuzobtk swltsbtjvwwh rJM<thbtk ^thtmÇg©e <&t Bgwrl ftWLmejh©elt csux btk&e <&t yLg

csux bt&e yth.me.me htuz cltJJtlt ftb.(yu.yth.me).

Tender Invited on Behalf of AMC, Central Zone.

Assistant Manager, Central Zone,

Central Zone Zonal Office”, B – Wing,

Third Floor,Sardar Patel Bhavan,

Danapith, Ahmedabad-380001.

Signature of Bidder Page 2 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

Notice inviting Tender

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

tenders from interested contractors for the following work at different locations within the limit of A.M.C.

1 Name of work bægÍtul sbtjvwh Jtuzobtk swltsbtjvwwh rJM<thbtk ^thtmÇg©e <&t Bgwrl ftWLmejh©elt

csux btk&e <&t yLg csux bt&e yth.me.me htuz cltJJtlt ftb.(yu.yth.me).

2 Estimated Tender Amount Rs. 9,70,000/- (exclusive of GST). GST will be paid extra by

AMC/Authority at prevailing rate to the contractor.

3 Tender fee Rs.900.00

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

4 Time Limit 12 Months

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

Documents loaded mentioned AS PER TENDER NOTICE INVITED

6 Required registration Register “E2” class having in Road Works in PWD in Govt. R&B / CPWD

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

7 Earnest Money Deposit Rs.9,700.00 (Demand Draft / pay order / Bank Guarantee in favour of

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

(1 % of Estimate put to as below. Demand Draft/Bank Guarantee shall be from approved list of

AMC of banks and the issuing branch of bank guarantee shall be of

Ahmedabad city only and it should be valid for for 180 days. ( As

Per AMC finance Dept . Circular No. 5 Dt. 5/5/2007 & F.D.

Circular No. 29 Dt. 7/8/2010 & attched ANNEXURE - 1 finance

dept.circular No-40 Dt.05/11/2020. E.M.D. shall be submitted

physically along with the Physical Submission when applicable.

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

Tender Fees documents as described in the invitation of tender should be

submitted to Assistant Manager- Central Zone, 3rd Floor, B – Wing,

Sardar Patel Bhavan, Danapith, Ahmedabad-380001.

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

non responsive and shall be summarily rejected.

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

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

website as per Schedule mentioned in Notice inviting

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

as per check list given in tender shall be submitted physically in

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

Schedule mentioned in Notice inviting Tender.

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

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

be entertained under any circumstances.

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

percentage rate on amount of BOQ online only until specified.

Price Bid shall be submitted physically duly signed & seal without

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

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

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

Signature of Bidder Page 1 of

Ahmedabad Municipal Corporation

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

pay order / Bank Guarantee in favour of Municipal Commissioner,

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

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

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

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

days beyond Date of completion of work.

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

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

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

charged by AMC.

15 Deductions from Running

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

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

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

deducted from each running bill.

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

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

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

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

when finally estimate approval. as per circular no.38 Dt.21.11.2022

• 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 Deputy 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

Deputy City Engineer

Ahmedabad Municipal Corporation,

Name of Work:- bægÍtul sbtjvwh Jtuzobtk swltsbtjvwwh rJM<thbtk ^thtmÇg©e <&t Bgwrl ftWLmejh©elt csux btk&e <&t yLg csux

bt&e yth.me.me htuz cltJJtlt ftb.(yu.yth.me).

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

of above mentioned project comprising of Notice Inviting tenders, Articles of Agreement, Scope of work,

Definition of terms, notes Instructions/Information to Bidder, Condition of Contract, special condition of

contract, Appendices, Specifications, Bill of Quantities, furnished by AHMEDABAD MUNICIPAL

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

in accordance with the specification, designs, drawing and instruction in writing referred to in the said

document and with such materials as mentioned for, at the respective rates which I/we have quoted in

the Price Bid or at such other rates as may be fixed under the provisions of these conditions.

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

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

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

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

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

and take necessary action as deemed fit.

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

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

commence the work specified. Otherwise the Employer shall retain the said sum, as on account of such

Security Deposit as provided for in the aforesaid documents.

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

with conditions in the aforesaid documents.

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

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

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

than one tender.

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

opening of the tender.

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

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

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

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

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

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

Signature of Bidder Page 3 of

Ahmedabad Municipal Corporation

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

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

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

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

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

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

Yours faithfully

Seal and Sign of Contractor

Signature of Bidder Page 4 of

Ahmedabad Municipal Corporation

INSTRUCTIONS TO BIDDERS

1. Scope of Bid

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

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

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

in the Invitation for Bid (hereinafter called as IFB.) from competent bidder. The bidders may

submit bids for the works detailed in the table given in IFB.

2.0 Source of Funds

Ahmedabad Municipal Corporation has arranged the fund for this project.

3.0 Eligible Bidders

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

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

An agency that has been engaged by the Employer to provide consulting services for the

preparation or supervision of the works, and any of its affiliates, shall not be eligible to bid.

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

are blacklisted/ debarred for specified period by AMC, Governement of Gujarat, Government of

India or any other entity controlled by it, would not be eligible to submit the Bid.

4.0 Qualification of the Bidder

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

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

5.0 DISQUALIFICATION

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

disqualified if they have,

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

submitted in proof of the qualification requirements; and/or

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

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

debarring from AMC 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.

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

Signature of Bidder Page 5 of

Ahmedabad Municipal Corporation

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

in case of other language adopted for tender preparation.

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

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

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

• Any condition which affect the cost.

• If it is joint venture.

5.1 Debarment / Black listing

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 whatsoever.

• If the items stipulated in the tender shall not be executed as per site condition/ requirements. No

claim shall be entertained for the same.

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

claim shall be entertained for the same.

B. BIDDING DOCUMENTS

9.0 Content of Bidding Documents

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

1. Notice inviting e-Tender

2. Special conditions of Contract

3. Instructions to Bidders

4. Qualification Information

5. Conditions of Contract

6. Technical Specifications

7. Forms of Bid

8. Bill of Quantities

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

forms, terms, technical specifications, forms, Annexes in the bid document. Failure to comply with

the requirements of bid documents shall be at the bidder’s own risk. Bids which are not

substantially responsive to the requirements of the bid documents shall be rejected.

10.0 Amendment of Bidding Documents

Signature of Bidder Page 6 of

Ahmedabad Municipal Corporation

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

issuing addendum.

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

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

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

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

preparing their bids, the Employer may, at his desecration, extend as necessary the deadline for

submission of bids.

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

the changes made through such addendum shall be applicable & bound to the bidder.

C PREPARATION OF BIDS

11.0 Language of the Bid

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

12.0 Documents comprising bid

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

• Technical Bid

• Financial Bid

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

• Required Registration Certificate

• Other requested documents

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

Instructions to Bidders (ITB)

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

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

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

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

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

13.0 Bid Prices

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

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

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

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

otherwise stated in the Bid document. Employer will not compensate the bidder (contractor)

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

any other reasons.

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

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

otherwise, in the contract.

14.0 Currencies of Bid and Payment

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

Signature of Bidder Page 7 of

Ahmedabad Municipal Corporation

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 Deputy 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.

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

Signature of Bidder Page 8 of

Ahmedabad Municipal Corporation

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. etc.

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

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

under the seal of the Bank.

D. SUBMISSION OF BIDS

17.0 Sealing and Marking of Bids

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

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

marked as follows:-

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

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

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

details & name of the work.

17.2 The inner and outer envelopes

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

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

c) Bear the following identification:

Indicate the name and address of the bidder.

Signature of Bidder Page 9 of

Ahmedabad Municipal Corporation

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

responsibility for the misplacement or premature opening of the bid.

18.0 DEADLINE FOR SUBMISSION OF THE BID

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

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

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

holiday for the Employer, the Bids will be received up to the appointed time on the next working

day. The Bidder is further required to submit Documents in Physical Form on or before the Bid

Due Date and before the time of submission as specified in NIT, at the following address:

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

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

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

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

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

connection or any other technical reason.

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

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

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

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

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

returned unopened to the bidder.

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

20.0 NOTIFICATION OF AWARD & SIGNING OF AGREEMENT

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

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

This letter (hereinafter and in the Conditions of Contract called the “Letter of Acceptance” will

state the sum that the Employer will pay the Contractor in consideration of the execution,

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

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

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

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

The agreement will incorporate all correspondences between the Employer and the Successful

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

21.0 SIGNING OF CONTRACT AGREEMENT

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

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

they agree otherwise, subject to furnishing the security deposit before signing the Agreement with

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

Signature of Bidder Page 10 of

Ahmedabad Municipal Corporation

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

Employer a security deposit in the form of Bank Guarantee for an amount equivalent to 5% of the

Contract Price valid for the period of valid till 90 days beyond Date of completion of work. The

Security Deposit shall be payable in 10 days (for tenders upto Rs.10.0 Lacs) or 15 days (for tenders

of Rs.10.0 Lacs and above)from date of receipt of LOA failing which interest @ 4% per annum will

be charged by AMC.

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

Ahmedabad branch of any Banks mentioned in the clause no. 16.2 of these tender documents.

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

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

Guarantees as may have been furnished by the Contractor from time to time, are required to be

extended/renewed, the Contractor shall get the validity periods of such guarantees

extended/renewed, and furnish these to the Engineer-in- Charge one month before the expiry

date of the aforesaid Guarantees originally furnished failing which the existing Bank Guarantees

shall be invoked by the Engineer – in – charge. Also in case of any deficit in securities on any

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

acceptable Security Deposit.

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

are not completed in all respects.

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

days of completion date / Final Bill paid date which ever is later. No interest on the amount of

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

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

office within 15 days of LOA.

23.0 Advance Payment and Security

The Employer will not provide any advance payment.

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.

Signature of Bidder Page 11 of

Ahmedabad Municipal Corporation

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 Deputy 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

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

3.0 Subcontracting

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

of Work without the approval of the Employer’s Representative. Any subcontracting shall not

relieve the Contractor from any contractual obligations or responsibility under the Contract.

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

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

contract or supply of material or engagement of labour.

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

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

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

only if their qualifications, abilities, and relevant experience are substantially equal to or better

than those of the personnel listed in the Schedule.

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

misconduct or inadequacy of technical skills and experience, who is a member of the Contractor’s

staff or his work force, the Contractor shall ensure that the person leaves the Site within seven

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

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

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

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

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

site facilities to be created by him at his cost for the execution of work. The Owner shall in no way

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

entertained. All Basic amenities shall be provided by the Contractor to Labours as per the

prevailing labour Laws.

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

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

avoided all the time in respect of,

Safety of the works

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 regard.

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

shall be completely contractor’s responsibility. All the losses due to such accidents and expenses

of legal matters shall be borne by contractor.

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

installation and shall also be responsible for any pilferage, theft, damage, penalty etc. in this

regard. The Contractor shall indemnify the Owner against any claim arising out of pilferage / theft,

damage, penalty etc. whatsoever on this account.

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

protective and safety equipments shall be provided to them by the Contractor at his own cost and

6.0 Contractor to keep site clean:

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

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

7.0 Clearance of site on completion:

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

temporary works of every kind.

Signature of Bidder Page 14 of

Ahmedabad Municipal Corporation

A. COST CONTROL

8.0 Bill of Quantities

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

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

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

only quantities calculated after taking measurements of executed work. The rate stated in the

schedule B for each item of work shall apply. The works shall be measured by the Contractor

jointly with the authorized representative of the Engineer and all particulars required by the

representative of the Engineer shall be supplied by the contractor.

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

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 Deputy 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 Deputy cost attributable to such default shall be

borne by the Contractor.

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

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

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

same order of priority.

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

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

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

quantity variation.

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

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

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

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

rates derived by rate analysis based on the following three methods. , the priority of the

documents forming the Contract shall be as follows:

(i) If the extra item is included in the S.O.R. of Road & Building Department, Year 2013-14, the

rate of extra item shall be that rate and premium (above or below) quoted by contractor.

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

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

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

the cost of all temporary and incidental works, the overheads and the Contractors profit.

Signature of Bidder Page 15 of

Ahmedabad Municipal Corporation

 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

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

taken at 10 % of the final rate derived.

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

opinion appropriate and shall notify the Contractor accordingly with a copy to the Employer.

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

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

Employer, the Contractor, and the Engineer.

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

by giving early warning.

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

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

Contractor the amounts certified by the Engineer.

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

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

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

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

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

11.4 All payments shall be made in Ahmedabad.

12 Taxes and duties

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

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

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

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

accordance with the applicable law.

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

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

which in any manner affect those engaged or employed, and anything related to carrying out the

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

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

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

that may have to be paid for the material, plants, equipments etc. The Contractor shall also

adhere to all traffic restrictions notified by the local authorities. He shall protect and indemnify the

Owner and its officials & employees against any claim or liability arising out of violations of any

such laws, ordinances, orders, decree, whether by himself or by his employees or his authorized

representatives. Nothing extra shall be payable on these accounts.

13.0 Labour Welfare Cess

As per circular No. GHR/2005/04/CWA/2004/841/M-3 dt. 3/1/05 and G.R. No. CWA/2004-1831-

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

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

Signature of Bidder Page 16 of

Ahmedabad Municipal Corporation

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 notice

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

having received.

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

performance of his obligation under the contract.

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

permission of the engineer.

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

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

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

receive, trustee or manager for the benefit of his creditors, or if any act is done or event

occurs which (under applicable Laws) has a similar effect to any of these acts of event.

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

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

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

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

Employer, under the contract or otherwise.

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

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

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

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

fundamental breach of the Contract.

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

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

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

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

reconstruction or amalgamation;

(c) The contractor fails to fulfill requirements;

Signature of Bidder Page 17 of

Ahmedabad Municipal Corporation

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

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

by the Engineer;

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

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

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

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

practices in competing for or in the executing the Contract.

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

soliciting of anything of value to influence the action of a public official in the procurement

process or in contract execution. “Fraudulent practice” means a misrepresentation of facts in

order to influence a procurement process or the execution of a contract to the detriment of

the Borrower, and includes collusive practice among Bidders (prior to or after bid submission)

designed to establish bid prices at artificial non-competitive levels and to deprive the

Borrower of the benefits of free and open competition.”

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

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

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

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

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

including all materials and plant and equipment existing there upon.

19.0 Contractor's own responsibility

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

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

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

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

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

20.0 Overpayment & Underpayment

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

this Contract against the contractor the same may be deducted by the Municipal Corporation from

any sum then due or which at any time thereafter may become due to the contractor under this

contract and failing that under any other contract with the Municipal Corporation or from any sum

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

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

Corporation reserves the right to carry out post payment audit and technical examination of the

final bill including all supporting vouchers, abstracts, etc.

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

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

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

Signature of Bidder Page 18 of

Ahmedabad Municipal Corporation

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 Deputy 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

(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

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

in the event of this failure to rectify, remove or reconstruct the work within the period

specified in the written intimation or the amount of expenses incurred by the Engineer-in-

charge under the said clause17 in rectifying, removing or re-executing the work or in

removing and replacing the materials or articles complained of.

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

inferior work or materials as accepted or made use of.

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

assessed under clause

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

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

where there are no specifications.

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

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

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

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

The reference to arbitration proceeding under this clause shall not:

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

take possession of all or any tools, plants, materials and stores in or upon the works of site

thereof belonging to the contractor or procured by him and intended to be used for the

execution of the work or any part thereof.

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

work or from removing such materials to other places, during the period the work is stopped or

suspended in pursuance, of notice given to the contractor under clause

Signature of Bidder Page 19 of

Ahmedabad Municipal Corporation

iii) Progress of the work or the carrying out the Deputy 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 Deputy 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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mtûteyu mtF fhe l ntug.

f:- Nh<e xuLzh MJefthJtbtk ytJNu lne.

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

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

ftuRvK «fthltu lwfNtle fu J¤<hltu nff>tJtuu fhe NfNu lrn fu ftg>tfeg ftgoJtne yt ykdu

&R NfNu lrn. xuLzh bkswh &gtltu y&o ftb ytve >uJtLþk Au <uJtu &R NfNu lrn.Nh<e xuLzh

MJefthJtbtk ytJNu lne.

(9) rJmkdr< ylu rnmtc stud:

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

Cwjawf leault rlgbtu ylwmth mhCh fhJtbtk ytJNu.

Signature of Bidder Page 22 of

Ahmedabad Municipal Corporation

(1) xuLzh Chlthu >hlt Ftltbtk sKtJuj Nç>tu ylu ytkfzt Jåau ftuR ymkdr<lt fumbtk Nç>tuubtk

sKtJuj hfb btLg htFJtbtk ytJNu.

(2) yufb >h ylu sÚ&tlt Ftuxt dwKtfthlt fthKu ftble ctc<tu >NtoJ<e CtJ vºtflt Ftltbtk&e

hfbbtk Cwj sKtg <tu yufb >h btLg htFJtbkt ytJNu ylu >hlt yt^thu dwKtfth mw^thJtbkt

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

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

(10) y:- ftbltu «tud{um mbgbgto>t bwsc fhJtltu hnuNu. yt mbgbgot>t 10 jtF mw^elt ftb btxu

yuj.ytu.ytR. ytÃgt <theF&e 10 r>Jm <&t 10 jtF &e Wvhltk ftb btxu yuj.ytu.ytR. ytÃg

<theF&e 15 r>Jm&e NY &guj dKJtbt ytJNu. <&t <u >hBgtl ftble 5% juFu zevtuÍex Che

fhthvºt fhJtltu hnuNu.

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

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

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 fhJtlt

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

yk>ts hfb Bþsc mbgbgto>t dKtNu.

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

(h) Yt.1,00,000.00 &e 3,00,000.00 Mþ^elt ftbtu btxu 2 btm

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

(4) Yt.5,00,000.00 &e Wvhlt ftbtu btxu 12 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

Signature of Bidder Page 23 of

Ahmedabad Municipal Corporation

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

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 vzNu.

(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.

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

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

Signature of Bidder Page 24 of

Ahmedabad Municipal Corporation

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

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

(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 ytJNu.

(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.

Signature of Bidder Page 25 of

Ahmedabad Municipal Corporation

(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 ytJNu.

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

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

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

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

VhSgt< 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 hunNu.

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

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

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

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

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

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

Signature of Bidder Page 26 of

Ahmedabad Municipal Corporation

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 mkb<

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

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 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

Signature of Bidder Page 28 of

Ahmedabad Municipal Corporation

not be paid for and the contractor shall be required to fill up at his own cost such extra excavation

in the road portion, with approved materials of the embankment grade in layers, watered and

fully compacted to attain maximum density laid down for the embankment in its relevant item.

The Engineer may require measurement ridges and dead man to be left at specified intervals or

places and kept intact till ordered to be removed for the purpose of check measurements. The

excavation shall be finished neatly, smoothly and evenly to the correct lines, curves, grades if

loose shall be scarified, watered and compacted to the same density as the embankment. The

section, side slopes and catch water gutter shall be maintained by the contractor at his own cost

in such a way that the formation and gutters will be drained by providing for necessary diversions

etc, and not damaged due to obstruction of any drainage. Necessary passage shall be provided for

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

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

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

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

a result of his operations or negligence shall be made good by the contractor at his own cost. Road

side gutters shall be excavated to the specified sections and shall be measured along with the

main cutting in cubic meters.

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

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

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

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

materials in slides shall conform to its conditions at the time of removal and payment made

accordingly regardless of its prior condition. Care shall be taken to see that excavation is arranged

in a safe way so that there will be no risk to the workmen by slides, falling materials, boulders and

collapsing sides etc.

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

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

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

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

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

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

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

consequence including compensation.

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

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

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

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

sequence of operations at convenient places, without interfering with the drainage in any way. If

no Government land is available but the excavated useful stuff is to be stacked temporarily before

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

of this material not required for use on embankment or unsuitable materials may be used on his

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

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

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

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

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

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

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

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

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

measured as above.

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Ahmedabad Municipal Corporation

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 surface.

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

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

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

FOUNDATION AND 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:

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

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Ahmedabad Municipal Corporation

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

Stripping time:

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

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

Beams soffits (Props left under) 7 days.

Removal of props slabs

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

Removal of props to beams and arches

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

Procedure when removing the form work:

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

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

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

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Ahmedabad Municipal Corporation

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

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

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

such that it would allow removal of forms in proper sequence without damaging either the concrete or

the forms to be 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

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.

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

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

retreated to prevent adhesion of concrete.

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

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

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

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Ahmedabad Municipal Corporation

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

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

any other approved manufacturer branch and corrosion resistant steel bars approved by the

Engineer Incharge. This includes cuttings, bending, binding, placing, with all equipments and

labour required for the work as directed by the Engineer In-charge, Ahmedabad and all operations

covered within the intent and purpose of the specification.

Being of Reinforcement:

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

conforming to the relevant IS codes (latest revision).

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

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

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

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

not be heated to facilitate bending.

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

Placing of Reinforcement:

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

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

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

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

sufficiently close intervals. Bars will not be allowed to sag between supports nor displaced during

concreting or any other operation over the work. All devices used for positioning shall be of non-

corrodible material. Wooden and metal supports will not extend to the surface of concrete, except

where shown on the drawings, placing bars on layers of freshly laid concrete as the work

progresses for adjusting bar spacing will not be allowed. Pieces of broken stone, brick or wooden

blocks shall not be used. Layers of bars shall be separated by spacer bars, precast mortar blocks or

other approved devices.

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

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

reinforcement in concrete already placed.

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

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

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

thick coat of neat cement grout.

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

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

the time of fixing and concreting. As far as possible, bars of full length shall be used. In case this is

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

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

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

between them. Where this is not feasible, overlapping bars shall be bound with annealed steel wire,

not less than [1 mm thickness twisted tight in eight shape around the lapped bars. The overlaps

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Ahmedabad Municipal Corporation

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

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

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

employed on the work.

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

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

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

Alternate immersion test

Salt spray test

Atmospheric exposure test

Sulphur dioxide test

Potentio dynamic test

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

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

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

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

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

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

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

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

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

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

Signature of Bidder Page 34 of

Ahmedabad Municipal Corporation

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

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

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

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

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

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

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

floater and power trowel.

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

recommendations.

Execution Tremix System

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

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

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

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

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

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

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

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

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

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

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

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

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

suction mat to the vacuum pump, the edges of the mat shall be smoothed to enable an airtight seal to be

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

indicate a minimum vacuum of 0.70 atmospheres (24.0 in. Hg) and if not, the mat must be checked for

leakage. For concrete that dewaters readily the vacuum should then be maintained awt 0.70-0.80

atmospheres (24.0-25.5 in. Hg.) For concrete which dewaters less efficiently (e.g. air-entrained concrete)

the vacuum shall then be reduced to 0.50-0.60 atmospheres (15.0-18.0 in. Hg). After approximately

minutes the vacuum can then be increased to 0.80 atmospheres.

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

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

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

leapfrog manner.

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Ahmedabad Municipal Corporation

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 items.

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

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

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

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

WORKS, SECTION. NO. 4.12, PAGE NO.

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

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

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

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

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

instruction) contractor shall have introduce bills for standard pipes.

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

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

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

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

excavation etc. shall be done as follows :

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

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

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

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Ahmedabad Municipal Corporation

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 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 Engineer.

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

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

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

electric and telephone cables and to private property during the execution of this contract and the

same will be recovered from the running bills or the deposit of work whenever it becomes

necessary in the opinion of the Engineer in charge location of any existing sewers drains etc. not

otherwise from in these specification the contractor shall do the work of making such change and

the work shall be paid for as extra work. All places of public utility etc. shall be kept accessible for

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Ahmedabad Municipal Corporation

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.

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

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

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

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

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

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

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

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

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

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

portion of the chamber i.e. above the top level of the trap shall be plastered inside with cement

mortar 1 : 3 (1 cement : 3 sand) finished with floating coat of neat cement. The corners and bottom

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

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

Signature of Bidder Page 38 of

Ahmedabad Municipal Corporation

Mode of measurements & payment :

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

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

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

Carpet,Metal,Soiling/Cutting Reinforcement Etc.Comp. With Stacking The Material As Directed.

A) Upto 0.20 Meter Thickness (By Manual).

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

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

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

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

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

the materials shall be separately deposited in such places as may be determined by the Engineer-in-

charge. In case rubble not being so deposited or being mixed up with the excavated materials will

not be allowed for refilling. The cost of materials shall be charged from the contractor. The

decision of the C.E. shall be final and binding to the contractor.

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

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

Transportaion Etc Complete.

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

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

the materials as directed. For detailed specification refer item no.

Signature of Bidder Page 39 of

Ahmedabad Municipal Corporation

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

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

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

mt. size Inside Clear, Depth from 0.0 to 0.90meter for pipe dia <=150mm.

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

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

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

engineer. The specification for different items are as under:

This shall be done as per specification in Item No.

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

Dept. booklet for General Technical Specification for building works , Page no. 31 , Section. No.

(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.

Signature of Bidder Page 40 of

Ahmedabad Municipal Corporation

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 ]etc.comp..

The M/s shall be on No. Basis.

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

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

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

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

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

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

Manhole Seat Cover Etc..Completed Of Size 0.75 X 1.00 Meter (Inside Clear, M.H. length should

be parallel to the flow) 0.75 X 1.00 meter (Inside Clear) & (a) Depth from 0.00 to 2.00 mt.

(b)Depth from 2.00 to 3.00 mt

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

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

items of manholes are as under :

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

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

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

Brickwork(1:5):

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

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

C.C. Channels :

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

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

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

Signature of Bidder Page 41 of

Ahmedabad Municipal Corporation

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. 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

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.

Signature of Bidder Page 42 of

Ahmedabad Municipal Corporation

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

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

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

The M/s shall be on No. basis.

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

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

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

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

embed 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)

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

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

m3, with maximum water cement ratio of 0.45, minimum reinforcement shall be 70 kg/cmt of

bars or with welded wire mesh, The minimum volume of fibers shall be 0.5 % of the volume of the

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

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

shall be provided, for lifting arrangement 16 or 12 mm dia plain bar should be fitted with G.I. or

plastic cup as per load design incl. loading carting unloading stacking etc. complete as per IS

The M/s shall be on NO basis.

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

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

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

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

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

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

The M/s shall be on No. basis.

Item no 23 Providing and fixing cast iron manhole frame of weight 80 to 85 kg suitable for existing EHD-

35 FRC MH cover, rate also incl. loading, unloading and fixing the frame 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 per instruction by engg. in charge.

Signature of Bidder Page 43 of

Ahmedabad Municipal Corporation

Providing and fixing cast iron manhole frame of weight 80 to 85 kg suitable for

existing EHD-35 FRC MH cover, rate also incl. loading, unloading and fixing the frame 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 per instruction by engg. in charge.

The M/s shall be on No. basis.

Item no 24 Providing Kachha of Pakka Dummy in the following dia pipes and removing the same after

completion of the connection work as directed.

(A) 100 mm to 300 mm dia.(b) 350 mm to 600 mm dia & (c) 650 mm to 900 mm dia

Providing Kachcha or pakka dummy in the following dia. Pipes in such a way that there is no

seepage of water through it & and removing the same after the completing of the work as directed by

Engg. In charge of work.

The M/s shall be on No. basis.

Item no 25 Providing Dead Cantering using good quality Country Wood Planks, wall Plate of required

thickness and size including placing the nece. supports of reqd. size, nailing, fixing with mortar,

levelling. All specification for dead centring as per standard engg. practice etc. comp. as directed..

Providing Dead Cantering using good quality Country Wood Planks, wall Plate of required thickness

and size including placing the nece. supports of reqd. size, nailing, fixing with mortar, levelling. All

specification for dead centring as per standard engg. practice etc. comp. as directed.

The M/s shall be on Smt. basis.

Item No. 26 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

Item no 27 Barricading the entire break down or excavated area on rental basis using wooden ballies /

M.S.angles at max. 2.00 meter centre to centre, C.G.I. Sheet, reflective paint / Board out side to

avoid accident & for smooth traffic diversion & movement including cautionary board etc. Item

also includes for making temporary sufficient nos of lighting arrangement through out the work

with necessary required arrangement.

The same shall be removed after completion of work.

Barricading the entire break down or excavated area on rental basis using wooden ballies /

M.S.angles at max. 2.00 meter centre to centre, C.G.I. Sheet, reflective paint / Board out side to

avoid accident & for smooth traffic diversion & movement including cautionary board etc. Item also

Signature of Bidder Page 44 of

Ahmedabad Municipal Corporation

includes for making temporary sufficient nos of lighting arrangement through out the work with

necessary required arrangement.

The same shall be removed after completion of work.

The M/s shall be on Rmt. basis.

Item No. 28: Leveling Or Orientation Of Existing Gully Trap Chamber Incl. Nece. Masonry In Cm 1:6 And

Plaster In Cm 1:3 Etc. Using Old G.T.Stone And Cover Etc. Comp.

This is items pertains to leveling top RCC or stone leveling gully trap and top stone.

Existing top stone of gully trap is not required to be removed carefully by moving side paving.

Asphalt stacking the derbies as dire. For leveling the brick bats masonry should be either

demolished of raised as per requirement on site. So as to gear uniform. level after finished the

raising of level by masonry should be done in 1:2 CM. The work rising demolishing should be done

in such manner that gully trap piece should not be damaged by carelessness of contractor should

be placed at no extra cost. The top stone removed earlier should be placed on masonry with rich

c:m, pointing on all side incl. pointing payment masonry of gully trap. Stone is broken it should

replaced by new RCC process top stone available from cement concrete stores be paying receipt

amount in advance, the derbies should be removed each site and collected and than it should be

carted away with in a lead of 60 mt. from site of work in general work should be as per instruction

of egg. In charge of work, Necessary certificate should be obtained and list of gully trap leveled

should be submitted on demand the arrangement of collecting the signature of the house holder

or whose gutter is required shall be done by the contractor in verify.

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

Item no 29: 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 30 Providing & Supplying JCB Machine on rental basis in case of emergency situation and break

down type work & also during unavoidable condition as per instruction of engg.incharge , rate

includes all nece. shifting, fuel and operating charges and stacking of useful & non-useful

materials separately up to store. (No payment should be allowed for non working condition of

machinery and for pipe line excavation and laying work)

Providing & Supplying JCB Machine on rental basis in case of emergency situation and

break down type work & also during unavoidable condition as per instruction of engg.incharge , rate

includes all nece. shifting, fuel and operating charges and stacking of useful & non-useful materials

separately up to store. (No payment should be allowed for non working condition of machinery and

for pipe line excavation and laying work)

Signature of Bidder Page 45 of

Ahmedabad Municipal Corporation

M/s. shall be on Hour. basis.

Item no 31 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 :32 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 : 33 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-1

ITEM NO :- 34 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

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 0.60 depth

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

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

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

comp. as directed.

Measurements shall be given on Nos.basis.

ITEM NO :- 35 P/Fcatch pit jali With Frame 600 mm x 600 mm Clear Opening etc.comp.as

dir. By Engg. In charge (A) FRCJali with seat

Signature of Bidder Page 46 of

Ahmedabad Municipal Corporation

P/Fcatch pit jali With Frame 600 mm x 600 mm Clear Opening etc.comp.as dir. By

Engg. In charge (A) FRCJali with seat

Measurements shall be given on Nos.basis.

Item no.36 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.37: Supplying and fixing Nimbhada ladi 37 to 50 mm thick for walk-way, covering the

activity of excavation, ramming, Laying on sand bedding as per requirement to fix the Nibhada

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

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

be of ordinary nimbhada stone instead of rough kota stone .

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

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

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

except that the base shall be sand bedding of 5 cm thickness and cement pointing shall be in

Mode of measurment shall be on smt basis

Item No.38: P/L brickbats sand concrete (1:2) of one part of sand and two part of old brickbats

including spreading, laying, ramming, watering and consolidation etc complete as directed.

P/L brickbats sand concrete (1:2) of one part of sand and two part of old brickbats including

spreading, laying, ramming, watering and consolidation For detailed specification refer latest edition of

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

Item No.39: Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 60mm

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

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

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

DETAILED GENERAL TECHNICAL SPECIFICATIONS FOR BUILDING WORKS

Approved SOR 2023-2024

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

Signature of Bidder Page 47 of

Ahmedabad Municipal Corporation

ITEM NO:40 Supplying and fixing of 380 mm H x 300 mm L x 200 mm B Kerb block for

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

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

finish/ formwork, mould with well equipped with vibratory system for kerb

stones of approved design including curing, etc. complete, including the cost

of formwork etc. complete. The rate shall also include necessary cutting of

asphalt, fixing the Kerb stones in line and level on 5 cm thick sand bedding

with necessary equipments and materials. The rate shall also include the

flush pointing in CM (1:3) for all joints of the kerbstones. Filling of zari alone

the sides of the kerb stone fixed with Bituminous concrete / C.C. mixed in

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

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

materials shall not be allowed for production.

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

blocks. The work includes :

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

requirements of AMC's technical specification.

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

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.

Signature of Bidder Page 48 of

Ahmedabad Municipal Corporation

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

paver blocks manufactured in the factory.

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

Rubber mould reflective paver blocks.

II) SPECIFICATIONS FOR COLOURED RUBBER MOULD REFLECTIVE PAVER BLOCKS:

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

specifications using approved colour Pigment of “BAYER” Make “BAYFERROX IRONOXIDE

PIGMENTS” with minimum colour pigment of 3% by weight of cement. The colour shade shall be

as selected by AMC before commencement of the work. White cement shall be used for colored

pavers to obtain the desired colour shade.

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

for period of 3 months from the date of completion. Otherwise contractor shall have to replace it

without 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

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)

Signature of Bidder Page 49 of

Ahmedabad Municipal Corporation

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

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 Floor

4. Flexural Strength

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

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.

Signature of Bidder Page 50 of

Ahmedabad Municipal Corporation

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

ITEM NO 41 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

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 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 7 days.

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. Code.

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

Item No. 42: 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.

Signature of Bidder Page 51 of

Ahmedabad Municipal Corporation

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

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

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

B. Fineness Modulus :

Sampling : Sampling shall be as in A.

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

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

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

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

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

C. The sieve analysis of sand shall be as under

IS Sieve % By weight IS Sieve % By Weight

Designation Passive sieve Designation passive sieve

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

Item No. 43:-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

Signature of Bidder Page 52 of

Ahmedabad Municipal Corporation

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

The Mode of measurement and rate shall be given as per one No. basis.

Item No. 44: 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 adhension.

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

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-charge.

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

Seal and Signature of the Bidder Deputy City Engineer

Date: Ahmedabad Municipal Corporation

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Signature of Bidder Page 53 of

Ahmedabad Municipal Corporation

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Signature of Bidder Page 54 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT (CENTRAL ZONE)

BILL OF QUANTITY

Qty. Item Description Rate per Amount

Dismentaling tiled of stone floors laid in mortar

including stacking of serviceable materilas and

1 449 disposal of unserviceable materials with all lead 47.250 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

2 117.00 materials and disposing off the excavated stuff 201.810 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

3 119.11 and fly ash J. 5.00 km 326.730 Cmt

(P.6 Statement 5 I.No.030201A1 Building

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

cement : 4 coarse sand : 8 hand broken stone

4 37.00 aggregates 40 mm nominal size) and curing 2634.11 Cmt

complete excluding cost of form work in

Foundation and plinth (P.52 I.No.05004A Building

Providing formwork of ordinary timber planking

as to give a rough finish including centering

shuttering strutting and propping etc. Height of

propping and centering below supporting floor to

5 4.00 ceiling not exceeding 4 M. and removal of the 171.680 Smt.

same for in situ reinforced concrete and plain

concrete work in. (A) Foundations Footings Bases

Columns etc. and Mass concrete. (P.78

I.No.09001AA Building S.O.R.2023-2024)

Signature of Bidder Page 55 of

Ahmedabad Municipal Corporation

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

work including bending, binding and placing in

position complete upto floor two level (P.54

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 32.00 concrete work in (A) Foundations, footings, Base 3977.880 Cmt.

columns and Mass concrete(P.56 I.No.05024AA

Building S.O.R.2023-2024)

Providing and laying in position Ready Mixed M

200 grade concrete for reinforced cement

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

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

8 25.00 transit mixer to site of laying, excluding the cost 4793.100 Cmt.

centering shuttering finishing and reinforcement

including cost of admixtures in recommended

proportions as per IS: 9103 to accelerate/ retard

setting of concrete, improve workability without

impairing strength and durability as per direction

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 Machinaries, Labor, Loading,

Unloading, Transportaion Etc Complete As Per

Direction Given By Engineer In Charge.

Signature of Bidder Page 56 of

Ahmedabad Municipal Corporation

Filling available excavated earth (excluding rock)

in trenches. plinth, sides of foundations etc. in

layers not exceeding 20 cm. in depth

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

with stiff mixture of Cement Mortar in proportion

11 25.00 1:1 Salt glazed stoneware pipes including testing 211.050 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

with stiff mixture of Cement Mortar in proportion

12 10.00 1:1 Salt glazed stoneware pipes including testing 288.230 Rmt

pipes and joints complete.(B) 150mm dia. (P.172

I.No.24001BA Building S.O.R.2023-2024)

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

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. (P.173

I.No.24006AA Building S.O.R.2023-2024)

Providing, laying, spreading and compacting

aggregate to wet mix macadam specification

premixing the Material with water at OMC in

mix plant carriage of mixed Material by tipper to

14 0.00 site, laying

in uniform layers in sub- base / base course on

prepared surface and compacting with vibratory

achieve the desired density as per Codal

SOR -(Jan- 2021/22) Rate for Road Works

Signature of Bidder Page 57 of

Ahmedabad Municipal Corporation

(A) 4.00 (A) Production & Supply of WMM 1675.000 Cmt.

(B) 4.00 (B) Laying of WMM 35.000 Cmt.

Extra rate over item of excavation of earth for

excavation of asphalt pavement / RCC of

thickness upto 0.20 meter including demolishing

15 0.00 the asphalt 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 65.00 a) upto 0.20 meter thickness (By Manual) 80.000 Smt

b) 0.20 meter to 0.30 meter (By Breaker Machine

b 90.00 including cost of operator, fuel, & transportaion 200.000 Smt

c) 0.30 meter & above (By Breaker Machine

c 185.00 including cost of operator, fuel, & transportaion 350.000 Smt

P/F Name Board of 45X60 cm size showing grant

16 4.38 detail with necessary painting & writing letters as 250.000 No

per 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

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

0.60 X 0.45 mt. size Inside Clear, Depth from

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

0.60 X 0.75 mt. size Inside Clear, Depth from

0.0 to 0.90meter for pipe dia <=20 mm.

0.75 X 0.75 mt. size (Inside Clear) Depth from

to 1.20 meter for pipe dia <=20 mm

Signature of Bidder Page 58 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

C.M., CC Channel (1:2:4) of thickness 10 C.M.,

finished 15 mm thick cement plaster inside &

outside (Only for shaft) In Cm 1:3, Finishing With

Cement Slurry, P/F 4 Mm Dia M.S.Steel Hdpe

Coated Steps 35 Cm C/C At 35 Cm Staggered

Masonary In Cm 1:5, Rcc Slab In Cc1:1.5:3 of

thickness 15 C.M.,Including Cantering &

Reinforcement (Single jalli at 15 C.M. c/c bothway

10 mm dia.)But Excluding The Cost Of Manhole

Seat Cover Etc..Completed Of Size 0.75 X

Meter (Inside Clear, M.H. length should be

parallel to the flow)SOR - (Jan. 2016) Rates for

work of Drainage / SWD pipe line

1.00 to 2.00 meter depth, (Slab at Ground level)

(for pipe dia <=230 mm)

2.00 to 3.00 meter depth, (Slab at below 0.60 mt.

From G.L.) (for pipe dia <=300 mm)

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

19 0.00 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. SOR - (Jan. 2016)

Rates for work of Drainage / SWD pipe line

a 5.00 (A) up to 0.15 mt. (@ Two Coarse) 820.000 No.

b 5.00 (B) up to 0.35mt. (@ Four Coarse) 1300.000 No.

c 4.00 (C) up to 0.65 mt. (@ Seven Coarse) 2010.000 No.

d 2.00 (D) up to 0.90 mt. (@ Ten Coarse ) 2420.000 No.

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

20 3.00 fixing C.I. steps and existing chamber sheet cover, 450.000 No.

removing the debris from chamber and carting

the same as directed. SOR - (Jan. 2016) Rates for

work of Drainage / SWD pipe line

Signature of Bidder Page 59 of

Ahmedabad Municipal Corporation

F.R.C. Extra Heavy Duty (EHD-35) Manhole

Covers & Frames Cover : 728mm ø & 100 mm

thick circular cover, 35.00 MT load design,

100x2mm MS flat allround, 16mm ø plain round

bar for lifting the cover & should be fitted with

plastic cups. Frame : 560 mm ø clear opening,

outer size- 888x888x175 mm. On the upper

periphery of frame 25 x 3 mm wide MS flat should

be well embed in concrete to protect the edges

of frame. FRC E.H.D.-35 manhole cover & frame

described as above SOR - (Jan. 2016) Rates for

work of Drainage / SWD pipe line

FRC heavy duty cover size 730 mm. & 90 mm thick

circular cover 20 M.T. design load and frame size

a 3.00 560 mm clear opening size 890 x 890 x 120 1210.000 No.

mm.SOR - (Jan. 2016) Rates for work of Drainage /

FRC medium duty cover size 670 mm dia & 70 mm

thick 10 M.T. load design and frame size

b 3.00 mm clear opening outer size 780 x 780 x 120 mm 990.000 No.

SOR - (Jan. 2016) Rates for work of Drainage /

FRC medium duty Chamber seat cover (FRC) cover

706 x 556 x 50 mm rectangular cover frame size

c 2.00 600 x 450 mm clear opening outer size 816 x 666 990.000 No.

x 100 mm (MD-10) SOR - (Jan. 2016) Rates for

work of Drainage / SWD pipe line

FRC light duty Chamber seat cover (FRC) cover

d 2.00 with rectangular frame (LD-2.5) SOR - (Jan. 2016) 990.000 No.

Rates for work of Drainage / SWD pipe line

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

22 2.00 smooth, watering and protecting for 7 days etc. 840.000 No.

complete as directed. M.H. seat cover will be

supplied byA.M.C.(from any store) SOR - (Jan.

2016) Rates for work of Drainage / SWD pipe line

Signature of Bidder Page 60 of

Ahmedabad Municipal Corporation

Providing and fixing cast iron manhole frame of

weight 80 to 85 kg suitable for existing EHD-35

FRC MH cover, rate also incl. loading, unloading

and fixing the frame in line and level to match

23 2.00 exisisting road level in C.C. 1:2:4 and finishing 80.000

smooth, watering and protecting for 7 days etc.

complete as per instruction by engg. in charge.

SOR - (Jan. 2016) Rates for work of Drainage /

Providing Kachha of Pakka Dummy in the

following dia pipes and removing the same after

24 0.00 completion of the connection work as directed.

SOR - (Jan. 2016) Rates for work of Drainage /

b 5.00 (B) 350 mm to 600 mm dia 339.000 No.

c 5.00 (C) 650 mm to 900 mm dia 720.000 No.

Providing Dead Cantering using good quality

Country Wood Planks, wall Plate of required

thickness and size including placing the nece.

supports of reqd. size, nailing, fixing with mortar,

levelling. All specification for dead centring as per

standard engg. practice etc. comp. as

directed.SOR - (Jan. 2016) Rates for work of

Drainage / SWD pipe line

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.

(A) 4.00 Labour charges - Mazdoor (Female) 450.000 No.

(B) 5.00 Labour charges - Mazdoor (male) 493.000 No.

Signature of Bidder Page 61 of

Ahmedabad Municipal Corporation

Barricading the entire break down or excavated

area on rental basis using wooden ballies /

M.S.angles at max. 2.00 meter centre to centre,

C.G.I. Sheet, reflective paint / Board out side to

avoid accident & for smooth traffic diversion &

movement including cautionary board etc. Item

also includes for making temporary sufficient nos

of lighting arrangement through out the work

with necessary required arrangement...The same

shall be removed after completion of work. SOR -

(Jan. 2016) Rates for work of Drainage / SWD pipe

Levelling or orientation of existing gully trap

chamber incl. Nece. masonry in CM 1:6 and

28 5.00 plaster in CM 1:3 etc. using old G.T.stone and 80.000 No.

cover etc. comp. SOR - (Jan. 2016) Rates for work

of Drainage / SWD pipe line

Providing and operation dewatering Pump

including fuel charges & operator Charges etc. as

directed etc. comp. (Shift for Eight Hour) (For

29 1.00 Each Pump Set, No payment should be allowed 600.000 Shift

for non working condition of machinery ) SOR -

(Jan. 2016) Rates for work of Drainage / SWD pipe

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

30 1.00 stacking of useful & non-useful materials 600.000 Hour

separately up to store. (No payment should be

allowed for non working condition of machinery

and for pipe line excavation and laying work) SOR

- (Jan. 2016) Rates for work of Drainage / SWD

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) SOR - (Jan. 2016) Rates for work of

Drainage / SWD pipe line

Signature of Bidder Page 62 of

Ahmedabad Municipal Corporation

To provide Tractor with Hydraulic Trolley, driver

with fuel, to carryout different works during

32 1.00 day/night for 8 Hrs. Shift. Work shall be carried 2104.090 Shift

out as per the instructions of Engineer In-Charge.

No extra charged shall be paid for night shift.

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

33 3.00 working condition of machinery and for pipe line 1200.000 Shift

excavation 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

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

34 2.00 thick IPS flooring in the prop M15 at bottom and 3500.000 No.

15 mm thick cement 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

Cachpit jali Fixing P/F FRC Catchpit jali with frame

600 mm x 600 mm clear opaning etc.comp.As

directed by engi. In charge 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,

36 0.00 ramming etc comp. as dir.For pavementSOR -

(Jan. -2016) for Central Verge / Footpath / Stone

I) Laying on Sand bedding as per requirement to

fix the C.C.Block / Nibhada Stone in Line & Level

Supplying and fixing Nimbhada ladi 37 to 50 mm

thick for walk-way, covering the activity of

excavation, ramming, Laying on sand bedding as

37 0.00 per requirement 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

Signature of Bidder Page 63 of

Ahmedabad Municipal Corporation

490 Nimbhada ladi paving (37 to 50 mm.) 265.000 smt.

P/L brickbats sand concrete (1:2) of one part of

sand and two part of old brickbats including

38 2.00 spreading, laying, ramming, watering and 350.000 cmt.

consolidation etc complete as directed.SOR - (Jan.

-2016) for Central Verge / Footpath / Stone Paving

Providing and fixing pre-cast Rubber Dye / steel

inter locking concrete block 60mm thick with

of concrete M300 pnumatic compressed /

mechanically and as per approved design

Confirming to IS 15658 : 2006 including 35 mm

layer for levelling and filling the joint with sand in

proper line and level as per guidlines of IRC : SP

2018 etc. Complete.(P.123 I.No14033 Building

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

40 1.00 the Kerb stones in line and level on 5 cm thick 486.000 Rmt.

sand bedding with necessary equipments and

materials. The rate shall also

include the flush pointing in CM (1:3) for all joints

of the kerbstones. Filling of zari alone the sides of

the kerb stone fixed with Bituminous concrete /

C.C. mixed in proper position to flush with the

road surface as directed by Engineer in change to

form a portable mixture. In any case Gravel or

such type of materials shall not be allowed for

Signature of Bidder Page 64 of

Ahmedabad Municipal Corporation

Providing and fixing pre-cast concrete kerb stone

of gray cement based concrete block 30cm

length,30cm height and 15cm thick of M200

41 2.00 grade concret as per approved design and 376.43 Rmt.

including excavation for fixing in proper line and

level,filling the joint with C:M 1:3 (1cement:3fine

sand) etc complete.

Supplying good quality River sand free from

foreign materials, impurities etc comp as dire at

different store of khadiya ward with loading and

unloading etc comp

Providing and supplying bag of 53 grade opc

cement as in good condition to use purchase from

43 1 the market in amc store incl. loading, unloading 343.20 Bag

and stacking as directed by engg. Incharge

Supplying grit size of 6.3 to 10 mm size at all road

store ofjamalpur ward incl. loading unloading grit

shall consists of crushed or broken stone and be

hard strong dense, durable clean form dust of

proper gradation and free from skin on coating

likely to preven proper adhension of mortar

Seal and Signature of the Bidder Deputy City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 65 of