Const. and Repairing Gate at Tankshal, Ashok Cinema Vir Manibhadra under Muni. Counsilor, M.P., M.L.A., Standing Committee and other budget work Kalupur area in Khadia Ward.

Name of work: Ftrzgt Jtuzobtk ftÕþÃþh rJM<thbtk BGþrl.ftWLmejh©e, ^thtmÇg©e, mkm>mÇg©e, MxuLz´d frbxe

auhbul©e îtht Vt¤Juj csux yk<do< xkfNt¤, ytuNf rmlubt Jeh bKeC÷ dux cltJJt <&t hevuh fhJtlt

ftb ctc<. (yu.yth.me. xuLzh)

Tender Invited on Behalf of AMC, Central Zone.

Assistant Manager, Central Zone,

Central Zone Zonal Office”, B – Wing,

Third Floor,Sardar Patel Bhavan,

Danapith, Ahmedabad-380001.

Signature of Bidder Page 2 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

Notice inviting Tender

Competent authority on behalf of Municipal Commissioner of Add.city.engineer. invites percentage rate

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

1 Name of work Ftrzgt Jtuzobtk ftÕþÃþh rJM<thbtk BGþrl.ftWLmejh©e, ^thtmÇg©e, mkm>mÇg©e,

MxuLz´d frbxe auhbul©e îtht Vt¤Juj csux yk<do< xkfNt¤, ytuNf rmlubt Jeh

bKeC÷ dux cltJJt <&t hevuh fhJtlt ftb ctc<. (yu.yth.me. xuLzh)

2 Estimated Tender Amount Rs. 859536.47 Excluding Of Gst) Gst Will Be Paid Extra By

Amc/Authority At Prevalling Rate To The Contractor

3 Tender fee Rs.

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

4 Time Limit 12 Months (excluding monsoon)

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

Documents loaded mentioned AS PER TENDER NOTICE INVITED

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

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

7 Earnest Money Deposit Rs. 8595/- (Demand Draft / pay order / Bank Guarantee in favour of

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

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

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

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

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

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

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

physically along with the Physical Submission when applicable.

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

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

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

Sardar Patel Bhavan, Danapith, Ahmedabad-380001.

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

non responsive and shall be summarily rejected.

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

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

website as per Schedule mentioned in Notice inviting

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

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

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

Schedule mentioned in Notice inviting Tender.

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

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

be entertained under any circumstances.

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

rate in BOQ online only until specified.

Price Bid shall be submitted physically duly signed & seal without

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

Signature of Bidder Page 1 of

Ahmedabad Municipal Corporation

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

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

14 Security Deposit 3 % of Contract Value to be submitted in the form of (Demand Draft /

pay order / Bank Guarantee in favour of Municipal Commissioner,

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

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

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

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

days beyond Date of completion of work.

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

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

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

charged by AMC.

15 Deductions from Running

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

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

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

deducted from each running bill.

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

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

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

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

said Tender and bound to bidder with out any condition.

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

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

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

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

shall be considered non-responsive.

Seal and Signature of the Bidder Add.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

Dy.City Engineer

Ahmedabad Municipal Corporation,

Name of Work:- Ftrzgt Jtuzobtk ftÕþÃþh rJM<thbtk BGþrl.ftWLmejh©e, ^thtmÇg©e, mkm>mÇg©e, MxuLz´d frbxe auhbul©e

îtht Vt¤Juj csux yk<do< xkfNt¤, ytuNf rmlubt Jeh bKeC÷ dux cltJJt <&t hevuh fhJtlt ftb ctc<.

(yu.yth.me. xuLzh)

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

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

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

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

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.

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

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

• 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 additional period. The

request and the bidders' responses shall be made in writing or by cable. A bidder may refuse the

request without forfeiting his bid security. A bidder agreeing to the request will not be required

or permitted to modify his bid, but will be required to extend the validity of his bid security for a

period of the extension.

16.0 Earnest Money / Bid Security

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

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

Commissioner, Ahmedabad valid for 120 days.

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

Signature of Bidder Page 8 of

Ahmedabad Municipal Corporation

Signature of Bidder Page 9 of

Ahmedabad Municipal Corporation

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

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

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

as promptly as possible.

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

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

signed 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.

Signature of Bidder Page 10 of

Ahmedabad Municipal Corporation

c) Bear the following identification:

Indicate the name and address of the bidder.

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

responsibility for the misplacement or premature opening of the bid.

18.0 DEADLINE FOR SUBMISSION OF THE BID

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

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

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

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

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

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

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

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

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

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

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

connection or any other technical reason.

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

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

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

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 the Employer.

Signature of Bidder Page 11 of

Ahmedabad Municipal Corporation

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

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

Deposit / Bid Security.

22.0 SECURITY DEPOSIT

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

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

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

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

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

annum will be charged by AMC.

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

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

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

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

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

or discontinuity of the bank guarantee.

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

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

value of contract.

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

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

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

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

and conditions of the tender.

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

terms of this Contract or any other contract or on any other account whatsoever may be

deducted from Security Deposit. Also in the event of the Contractor's Security Deposit being

reduced by reasons of such deductions, as aforesaid, the Contractor shall, within 14 days of

receipt of notice of demand from the Engineer-in-Charge, make good the deficit in Security

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

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

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

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

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

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

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

acceptable Security Deposit.

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

are not completed in all respects.

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

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

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

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.

Signature of Bidder Page 12 of

Ahmedabad Municipal Corporation

23.0 Advance Payment and Security

The Employer will not provide any advance payment.

24.0 Dispute Review Expert

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

binding to the bidder.

25.0 LITIGATION HISTORY

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

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

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

Bidder shall be disqualified for the proposed work and other appropriate actions shall be taken

against the bidder.

DETAILS OF COMPLETED / ONGOING LITIGATION / ARBITRATION

Employer Value of the Reasons/Details for Remarks showing

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

 The bidder shall furnish separate table for individual project.

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

treat as null and void.

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

joint venture may result in disqualification for proposed work.

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

the employer the bidder shall be disqualified for the proposed work and other appropriate

actions shall be taken against the bidder.

Seal and Signature of the Bidder Add,city.engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 13 of

Ahmedabad Municipal Corporation

GENERAL CONDITIONS OF CONTRACT

1.0 Liquidated Damages

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

Contractor shall pay penalty of 10% of amount of actual remaining work. The amount of work for

which the scope of contractor is reduced shall not be considered for the calculation of Liquidated

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 14 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 used at site.

6.0 Contractor to keep site clean:

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

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

7.0 Clearance of site on completion:

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

rubbish, temporary works of every kind.

Signature of Bidder Page 15 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. is to be made.

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

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

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

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

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

 Omit any such work,

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

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

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

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

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

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

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

default shall be borne by the Contractor.

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

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

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

the same order of priority.

a) Variations in the quantities of work in schedule of quantities shall not vitiate the 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 16 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 works.

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

taken at 10 % of the final rate derived.

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

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

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

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

Employer, the Contractor, and the Engineer.

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

avoided by giving early warning.

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

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

the Contractor the amounts certified by the Engineer.

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

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

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

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

Employer and shall be deemed covered by other rates and prices in the 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 17 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 18 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 19 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 additional or

altered work carried out by the contractor in accordance with the instructions of the

Engineer-in-charge under clause 14 and the rates for which is to be determined under

the said clause

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

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

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 20 of

Ahmedabad Municipal Corporation

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

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

23.0 Drawings and Photographs of the Works

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

separate payment will be made to the contractor for this. . The contractor shall have to submit

the same in hard copy as well as soft copy as and when demanded by the AMC.

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

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

of his employees or any employees of his sub-Contractors without the prior approval of the

Engineer in writing. No photographs/ videography shall be published or otherwise circulated

without the approval of the Engineer in writing.

Seal and Signature of the Bidder Add.city.engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 21 of

Ahmedabad Municipal Corporation

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Signature of Bidder Page 22 of

Ahmedabad Municipal Corporation

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

(5) xuLzh Chlth y&Jt vuZele ctc<btk >huf Ctde>th y&Jt <u ykdulwk bwFðgthltbwk ^htJlth

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

mtûteyu mtF fhe l ntug.

f:- Nh<e xuLzh MJefthJtbtk ytJNu lne.

z:- xuLzh MJefthJw, 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:

Signature of Bidder Page 23 of

Ahmedabad Municipal Corporation

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

Cwjawf leault rlgbtu ylwmth mhCh fhJtbtk ytJNu.

(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.

(11) y:- awfJKe:-

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

bswhe, vtjF, ÃjtLx, >uFhuF, mhJem-ftbdehe, Jes¤e, htugÕxe ylu ytufx[tug Jduhu ykNu

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

Signature of Bidder Page 24 of

Ahmedabad Municipal Corporation

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

(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

Signature of Bidder Page 25 of

Ahmedabad Municipal Corporation

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

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

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

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

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

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

sJtc>the ftuLx[tfxhle hnuNu.

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

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

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

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

(29) >huf ytRxblt MvuNeVefuNl yb>tJt> Bgwrlrmvj ftuvtuohuNlltk bkswh &guj <&t btLg htFuj

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

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

Signature of Bidder Page 26 of

Ahmedabad Municipal Corporation

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

(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) yu.yth.me «fthlw xuLzh ntuR su <u ftb JtRÍ yjd&e ykœtsle bkswhe btkde yjd&e Jfo

ytuzoh ytve ftbdehe <tfeœu atjw fhJe su <u ftbJtRÍ ytvJtbtk ytJuj Jfo ytuzoh btk œNtoJuj

xtRbjebexbtk vwKo fhJtle hnuNu.

35) S.yum.xe.ftWLmej îtht l¬e fhuj «J<obtl S.yum.xe CtJ bwsc ytvJtbtk ytJNu.

Signature of Bidder Page 27 of

Ahmedabad Municipal Corporation

yufhthlwk Vtubo

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

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

M&trlf vrhrM&r<le ò<-btne<e bu¤Je Au.

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

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

ftuLx[tfxhle mne ylu rmfft

Signature of Bidder Page 28 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

Short E TENDER NOTICE NO. – 10/2026-27

Special Tender Clause For CCRS SLA

Ahmedabad Municipal Corporation has to make a special clause as per for SLA

Name of work :- Ftrzgt Jtuzobtk ftÕþÃþh rJM<thbtk BGþrl.ftWLmejh©e, ^thtmÇg©e, mkm>mÇg©e, MxuLz´d frbxe auhbul©e îtht Vt¤Juj

csux yk<do< xkfNt¤, ytuNf rmlubt Jeh bKeC÷ dux cltJJt <&t hevuh fhJtlt ftb ctc<. (yu.yth.me. xuLzh)

<t.22.01.2026 lt htus bu.Bgwrlrmvjfrb§hmtnucle Jefje bexekdbtk &guj aatobtk bwÆt lk.21 bwsc

su <u me.me.yth.yum.le Vhegtœlu y.Bgw.ftu.îtht cltJuj Ôntuxmyuv d{wvbtk bwfgt ctœ «tuçjubJtRÍ yum.yuj.yu.lt mbgdt¤t ctœ fhuj

ftbdehe btxu,awftJJtlt &<t ltKtkbtk&e y.Bgw.ftu.lt rl<e-rlgb bwsc vulÕxe leau bwsc fhJtbtk ytJNu.

(A) Penlty For Maintenance and SLA Purpose

CCRS within SLA time (Category & Problem wise) CCRS After SLA time

(Category & Problem wise

Department Category Problem SLA Penalty Penalty Penalty

(Hours) (Hours) (Hours)

Engineering Water>>Engineering Water-low presure 240 Hours 240 480

Engineering Water>>Engineering Water-No Supply 240 Hours 240 480

Engineering Water>>Engineering Water-Other 72 Hours 72 144

Engineering Water>>Engineering Water-Leakage In 48 Hours 48 96

Engineering Water>>Engineering Water-Pollution In 24 Hours 24 48

Engineering Drainage>>Engineering Drainage-Manhole 24 Hours 24 48

Engineering Drainage>>Engineering Drainage-Other 48 Hours 48 96

Engineering Drainage>>Engineering Drainage-Choking Of 48 Hours 48 96

Engineering Drainage>>Engineering Drainage-Public 72 Hours 72 144

Toilets and Urinals-

Blockage or Choking

Engineering Road Road-Other 48 Hours 48 96

Signature of Bidder Page 29 of

Ahmedabad Municipal Corporation

Engineering Road Road-Bhuva On 48 Hours 48 96

Engineering Road Road-Repair Require 72 Hours 72 144

Engineering Storm Water Road-Water logged 24 Hours 24 48

Engineering Storm Water Road-Catch Pit 96 Hours 96 192

Engineering Public Building Public Building- 360 Hours 360 720

Public Toilets and

Urinals-Repairing of

Doors,Windows,Tiles

Engineering Footpath Road-Footpath 168 Hours 168 336

Engineering Building>>Engineering Building-Municipal 168 Hours 168 336

Schools Repairing

Wvhtuf< vulÕxele mbgbgtoœt ctœ vK ftbdehe fhJtbtk l ytJu <tu vwhuvwhe ftbdehele hfb suxje vulÕxe jtdw

(A) Penalty 10% for New Allocated Works.

(B) The Work Order under this Annual Rate Contract (ARC) Tender shall be

issued only against the approved and sanctioned estimate for the respective

The time limit for execution of each work shall be specified in the respective

Work Order issued under this tender.

Any penalty for delay or non-compliance shall be calculated and imposed

based on the approved sanctioned estimate amount of the respective work

and shall be governed by the relevant terms, conditions, specifications, and

penalty clauses of this tender.

Seal and Signature of the Bidder Additional City Engineer (CZ)

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 30 of

Ahmedabad Municipal Corporation

TECHNICAL SPECIFICATIONS:

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

Item No.01:- 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 .

ANY SOIL WHICH GENERALLY YIELDS TO THE APPLICATION OF ACKAXES AND SHOVES, PHAWARAS RAKES OR ANY SUCH

ORDINARY EXCAVATING IMPLEMENT OR ORGANIC SOIL, GRAVEL SILT , SAND TURFLOAM , CLAY , PEAT ETC., FALL UNDER THIS

C LEARING THE SITE :

THE SITE ON WHICH THE STRUCTURE IS TO BE BUILT SHALL BE CLEARED AND ALL OBSTRUCTIONS, LOOSE STONE, MATERIALS

AND RUBBISH OF ALL KIND , BUSH, WOOD AND TREES SHALL BE REMOVED AS DIRECTED. T HE MATERIALS SO OBTAINED SHALL BE

PROPERTY OF THE GOVERNMENT AND BE CONVEYED AND STACKED AS DIRECTED . WITHIN 50 M. LEAD . T HE ROOTS OF THE TREES

COMING IN THE SIDES SHALL BE CUT AND COATED WITH HOT ASPHALT .

THE RATE OF SITE CLEARANCE IS DEEMED TO BE INCLUDED IN THE RATE OF EARTH WORK FOR WHICH NO EXTRA WILL BE PAID.

AFTER CLEARING THE SITE, THE CENTER LINES WILL BE GIVEN BY THE ENGINEER-IN -CHARGE . THE CONTRACTOR SHALL

ASSUME FULL RESPONSIBILITY FOR ALIGNMENT , ELEVATION AND DIMENSION OF EACH AND ALL PARTS OF THE WORK . C ONTRACTOR

SHALL SUPPLY LABORERS , MATERIALS , ETC . REQUIRED FOR SETTING OUT THE REFERENCE MARKS AND BENCH MARKS AND SHALL

MAINTAIN THEM AS LONG AS REQUIRED AND DIRECTED .

THE EXCAVATION IN FOUNDATION SHALL BE CARRIED OUT IN TRUE LINE AND LEVEL AND SHALL HAVE THE WIDTH AND

DEPTH AS SHOWN IN THE DRAWINGS OR AS DIRECTED. T HE CONTRACTOR SHALL DO THE NECESSARY SHORING AND SHUTTING OR

PROVIDING NECESSARY SLOPES TO A SAFE ANGLE , AT HIS OWN - COST. THE PAYMENT FOR SUCH PRECAUTIONARY MEASURES SHALL BE

PAID SEPARATELY IF NOT SPECIFIED. T HE BOTTOM OF THE EXCAVATED AREA SHALL BE 1 EVENED BOTH LONGITUDINALLY AND

TRANSVERSELY . AS DIRECTED BY REMOVING AND WATERING AS REQUIRED. NO EARTH FILLING WILL BE ALLOWED FOR BRINGING IT TO

LEVEL, IF MISTAKE OR ANY OTHER REASON EXCAVATION IS MADE .D EEPER OR WIDER THAT SHOWN ON THE PLAN OR DIRECTED. T HE

EXTRA DEPTH OR WIDTH SHALL BE MADE UP WITH CONCRETE OF SAME PROPORTION AS SPECIFIED FOR THE FOUNDATION CONCRETE

AT THE COST OF THE CONTRACTOR. T HE EXCAVATION UP TO 1.5 M. DEPTH SHALL BE MEASURED UNDER THIS ITEM .

DISPOSAL OF THE EXCAVATED STUD:

THE EXCAVATED STUFF OF THE SELECTED TYPE SHALL BE USED IN FILLING THE TRENCHES AND PLINTH OR LEVELING THE

GROUND IN LAYER INCLUDING RAMMING AND WATERING ETC .

THE BALANCE OF THE EXCAVATED QUANTITY SHALL BE REMOVED BY THE CONTRACTOR FROM THE SITE OF WORK TO A PLACE AS

DIRECTED WITH LEAD UPPED 50 M. AND ALL LIFT .

MODE OF MEASUREMENT AND PAYMENT:

THE MEASUREMENT OF EXCAVATION IN TRENCHES FOR FOUNDATION SHALL BE MADE ACCORDING TO THE SECTIONS OF

TRENCHES SHOWN ON THE DRAWING OR AS PER SECTIONS GIVEN BY THE E NGINEER- IN -CHARGE . NO PAYMENT SHALL BE MADE FOR

SURPLUS EXCAVATION MADE IN EXCESS OF ABOVE REQUIREMENTS OR DUE TO SLOPPING AND SLOPING BACK AS FOUND NECESSARY

ON ACCOUNT OF CONDITIONS OF SOIL , AND REQUIREMENTS OF SAFETY .

ITEM NO .02:- Extra Rate Over Item of Excavation of Earth for excavation of asphalt pavement / RCC

of thickness up to 0.20 meter including demolishing the asphalt carpet, metal,

soiling/cutting Reinforcement etc.comp. with stacking the material as directed. (Based

on Previously approved rate by C E sir)

(a) up to 0.20 meter thickness (By Manual)

Signature of Bidder Page 31 of

Ahmedabad Municipal Corporation

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

operator, fuel, & transportation etc complete.)

(c) 0.30 meter & above (By any type of Breaker Machine or R.C.C. Cutter machine including cost of

operator, fuel, & transportation etc complete.)

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

asphalt carpet, metal, soiling etc. complete with stacking the materials as directed. The road

surface of asphalt shall carefully be opened to full width as directed by the Engineer in charge so

as to remove all cracks or other damaged portions of road either manually or with the soiling shall

be first be stripped off for the whole width of trenches. All the Fmaterials shall be separately

deposited in such places as may be determined by the Engineer-in-charge. In case rubble not

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

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

be final and binding to the contractor.

Mode of measurement

Measurement shall be paid by Smt basis.

Item No.03:- Providing and laying cement concrete 1:4:8 (1-Cement: 4- coarses and 8-hand

broken stone aggregates 40mm nominal size) and curing complete excluding

cost of formwork in (A) Foundation and Plinth (upto 10 ton). Building SOR 2023-24

Iteam Cod :05004A Iteam No. As Per NBO 5.3.3

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

and watered and rammed as directed. The proportion of cement, sand and hand broken stone

aggregates shall be one part of cement, 4 parts of coarse sand, 8 parts of hand broken stone aggregates

and shall so measured by volume. The concrete shall be mixed in a mechanical mixer at the site of work.

Hand mixing may however be allowed for smaller quantity of work if approved by the Engineer-incharge.

When hand mixing is permitted by the Engineer-in charge in case of breakdown of machinery’s and in the

interest of the work. it shall be carried out on a water tight platform and care shall be taken to ensure

that mixing is continued until the mass is

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

of required workability for the purpose. The concrete shall be handled from the place of mixing to the

final position in not more than 15 minutes by the method as directed and shall be placed into its final

position, compacted and finished within 30 minutes of mixing with water i.e. before the setting

commences. The concrete shall be laid in layers of 15 cms. to 20 cms. The concrete shall be rammed with

heavy iron rammers and rapidly to get the required compaction and to allow all the gaps to be filled with

mortar. After the final set, the concrete shall be kept continuously wet, if required by pounding for a

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

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

Mode of measurements shall be on CMT basis

Item No.04:- Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage, sludge,

excavated rock, fly ash, aggregates of any kind Including spreading & levelling etc.

(a) Lead Upto 1 Km.

(b) Lead From 1 Km to 2 Km.

(c) Lead From 2 Km to 3 Km

(d) Lead From 3 Km to 4 Km

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(e) Lead From 4 Km to 5 Km

(f) Lead From 5 Km to 10 Km

(g) Lead From 10 Km to 15 Km

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

rock, fly ash,aggregates of any kind is subject to the following :

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

lead of 200 meters or as per instruction given by Engineer in charge. Useful materials obtained

from clearing site and excavation shall be stacked and used within the work site. Internal

conveyance above 200 mt within the work site i.e. From starting chainage to End chainage of a

given road WILL NOT BE PAYABLE. Materials suitable for construction of Embankment, earthen

shoulder and subgrade shall be stacked at convenient places within a work site for reuse. No

extra payment will be paid to the contractor for stacking of earth within the work site and

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

Only surplus earth shall be disposed off outside the work site as per instruction given by

Engineer-In-charge. Useful stones from rock excavation shall be stacked nearly within a lead of

50 M. and will be allowed to be used by the contractor on payment at rates laid down in the

contract or if not so aid down, at schedule of rates of the Division or at a mutually agreed rates if

there are no such rates in the Schedule of rates.

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

from a particular stretch of given road will be paid in this item as per instruction of Engineer in

charge. No bulkage of disposed earth will be considered for the payment.

Item No.05 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.

Except where they are varied by the requirements of this specification due provision of Indian

Standard Specification IS-456-1964 f or plain and reinforced concrete and any other relevant ISS

applicable together with the latest amendments shall be held to be incorporated in this specification.

It shall be intent of the specifications to ensure that all concrete placed at various location of the job

should be durable, strong enough to carry the design loads, it should mixed well and practically be

impervious to water. It should be free from such defects as shrinkage, cracking and honey combing.

4.2 Proportioning of the Mix

In ordinary concrete, excluding controlled concrete, proportions of cement to fine and coarse

aggregate shall be as specified in the respective items and shall be accurately measured as in Table

'A' below. These proportions are based on assumption that the aggregates are dry.

If aggregates are moist allowance shall be made for bulking in accordance with IS :

Allowance shall also be made for surface water present in aggregate when computing water

content. Surface water present shall be determined by one of the field field methods described in IS :

2386 (Part III). In the absence of exact data, the amount of surface water may be estimated from the

values given in Table 'B' below.

(a) Concrete of 1:2:4 or richer mix shall be mixed in an approved mechanical mixer. The mixer

and mixing platform shall be suitably protected from wind and rain. Aggregates shall be accurately

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measured out in boxes and mixed dry along with cement, water shall then be added in measured

quantity and mixing shall be continued until there is a uniform in colour and consistency but in no

case shall the mixing be done for less than 2 minutes.

(b) When hand mixing is permitted with the approval of the Engineer-in-charge it shall be carried

out on a water tight mixing platform and care shall be taken to ensure that mixing is continued until

the mass is uniform in colour and consistency.

4.4 Consistency

Quantity of water for making reinforced concrete shall be sufficient so as to ensure that concrete

shall surround and properly grip all the reinforcement. The best consistency shall be that, which will

flow sluggishly without flattening out and without separation of coarse aggregates from the mortar.

The degree of plasticity shall depend on the nature of work and atmospheric temperature and

whether the concrete is vibrated or hand compacted.

The slumps shown in table 'C' obtained by the standard slump test carried out in accordance with

the procedure laid down in IS : 119-1959 shall be adopted for different types of work.

The use of admixtures may be allowed only if approved by the structural consultant and his

decision in this regard shall be final.

4.6 Transporting

Concrete shall be conveyed from the place of mixing to the place of final deposit as rapidly as

practicable by methods which will prevent segregation or loss of any of the ingredients. If segregation

does occur during transport, the concrete shall be remixed before being place.

In no case, more than 30 minutes shall elapse between mixing and consolidation in its position

4.7 Placing & Compacting

(a) Concrete shall be placed in layers of suitable thickness or in strips and compacted before

initial setting commences and should not be subsequently disturbed. Method of placing shall be such

as to preclude segregation and as far as practicable the placing shall be continuous. Special care shall

be taken in accordance with IS : 456 while laying concrete under extreme weather.

(b) Concrete shall be thoroughly compacted during the operation of placing and thoroughly

worked around the reinforcement, embedded fixtures and spaded against corners of the form work

and by punning, rodding, mechanically vibrating or by any other approved means. In addition form

work shall be tapped lightly by using wooden mallet at the pouring head. The number and type of

vibrator to be used shall be subject to the approval of Engineer-in- charge and in general immersion

type vibrators shall be used. External vibrators shall also be used whenever directed.

(c) The intensity and duration of vibration shall be sufficient to cause complete settlement and

compaction without any stratification of successive layers or separation of ingredients or formation

of laitance. Vibrator shall be inserted vertically in the concrete at points not more than 45 cm. Apart

and with drawn very slowly when air bubbles no longer come on the surface. Over vibration or

vibration of very wet mixes is harmful and should be avoided. Care shall be taken to utilize the

vibrator only to compact the concrete and not to spread it. Sufficient number of reserve vibrators in

good working condition shall be kept on hand at all times, so as to ensure that there is no slackening

or interruption in compacting.

(d) Dimension of column, beams, slab, footing shall exactly as per drawing, however, in special

circumstances tolerance in dimension shall be allowable as under:

(1) Variation from level or specified grades for slab

(2) Variation in cross sectional diameter of columns / beams / slabs. walls in similar.

Minus 6 mm Plus 12 mm.

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(3) Variation in sizes and location from those specified for slab and wall opening 12 mm. (4)

(i) Variation of Dimension in Plan minus 12 mm plus 50 mm. (ii) Misplacement : 2% but not

more than 50 mm.

(iii) Reduction in thickness : 5% of specified thickness.

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

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Item No.07 Providing and laying in position Ready Mixed M-200 grade concrete for reinforced cement

conctere work , using cement content as per approved Design Mix manufactured in fully

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

10 kms having continuous agitated mixer, manufactured as per mix design of specified

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

mixer to site of laying, excluding the cost of centering shuttering finishing and

reinforcement including cost of admixtures in recommended proportions as per IS:

to accelerate/ retard setting of concrete, improve workability without impairing strength

and durability as per direction of the Engineer - in - charge. Without Fly Ash (Min cement

level as per latest IS 456 shall be maintained)

This Specification covers the general requirements for concrete using on-site production facilities

including requirements in regard to the quality, handling, storage of ingredients, proportioning, batching,

mixing,transporting, placing, curing, protecting, repairing, finishing and testing of concrete; form work;

requirements in regard to the quality, storage, bending and fixing of reinforcement; grouting as well as

mode of measurement and payment for complete works.

It shall be very clearly understood that the specifications given herein are brief and do not cover minute

details. However, all work shall have to be carried out in accordance with the relevant standards and

codes of practices or in their absence in accordance with the best accepted current engineering practices

or as directed by Engineer from time to time. The decision of Engineer as regards the specification to be

adopted and their interpretation and the mode of execution of work shall be final and binding on

Contractor and no claim whatsoever will be entertainment on this account.

APPLICABLE CODES AND SPECIFICATIONS

The following specifications, standards and codes, including all official amendments/revisions and other

specifications and codes referred to therein, should be considered a part of this specification. In all cases

the latest issue/edition/revision shall apply. In case of discrepancy between this specification and those

referred to herein below or other specifications forming a part of this bid document, this specification

CODE FOR MATERIALS:

1. IS: 4031 (Parts 1 to 15) Methods of physical tests for hydraulic cement

2. IS: 4032 Methods of chemical analysis of hydraulic cement

3. IS: 650 Specifications for standard sand for testing of cement

4. IS: 2430 Methods for sampling of aggregates for concrete

5. IS: 2386 (Part 1 to 8) Methods of test for aggregates for concrete

6. IS: 3025 Methods of sampling and test (physical and chemical) water

used in industry

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7. IS: 6925 Methods of test for determination of water soluble chlorides in concrete admixtures

CODE FOR MATERIALS STORAGE

1. IS: 4082 Recommendations on stacking and storing of construction materials at site

CODE FOR CONCRETE MIX DESIGN

1. IS: 10262 Recommended guidelines for concrete mix design

2. SP: 23 (S&T) Handbook on Concrete Mixes.

CODE FOR CONCRETE TESTING:

1. IS:1199 Method of sampling and analysis of concrete

2. IS:516 Method of test for strength of concrete

3. IS:9013 Method of making, curing and determining compressive strength of accelerated cured

concrete test specimens.

4. IS:8142 Method of test for determining setting time of concrete by penetration resistance.

5. IS:9284 Method of test for abrasion resistance of concrete

6. IS:2770 Methods of testing bond in reinforced concrete

CODE FOR EQUIPMENT

1. IS:1791 Specification for batch type concrete mixers

2. IS:2438 Specification for roller pan mixer

3. IS:4925 Specification for concrete batching and mixing plant

4. IS:5892 Specification for concrete transit mixer and agitator

6. IS:2505 General requirements for concrete vibrators: Immersion type

7. IS:7251 Specification for concrete finishers

8. IS:2722 Specification for portable swing weigh batchers for

concrete (single and double bucket type).

9. IS:2750 Specification for steel scaffoldings

CODES OF PRACTICE (LATEST REVISION)

1. IS:456 Code of practice for plain and reinforced concrete

2. IS:457 Code of practice for general construction of plain and

reinforced concrete for dams and other massive structures

3. IS:3370 (Parts 1 to 4) Code of practice for concrete structures for storage of liquids.

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4. IS:3935 Code of practice for composite construction

5. IS:2204 Code of practice for construction of reinforced concrete shell roof.

6. IS:2210 Criteria for the design of reinforced concrete shell structures and folded plates.

7. IS:2502 Code of practice for bending and fixing of bars for concrete reinforcement

8. IS:5525 Recommendation for detailing of reinforcement in reinforced concrete works

9. IS:2751 Code of practice for welding of mild steel plain and deformed bars used for reinforced concrete

10. IS:9417 Specification for welding cold worked bars for reinforced concrete construction

11. IS:3558 Code of practice for use of immersion vibrators for consolidating concrete

12. IS:3414 Code of practice for design and installation of joints in buildings

13. IS:4326 Code of practice for earthquake resistant design and construction of building

14. IS:4014 (Part 1 and 2) Code of practice for steel tubular scaffolding

15. IS:2571 Code of practice for laying in-situ cement concrete flooring

16. IS:7861 Code of practice for extreme weather concreting

(Part-1) Recommended practice for hot weather concreting

(Part-2) Recommended practice for cold weather concreting.

CODE FOR CONSTRUCTION SAFETY

CODE FOR MEASUREMENT

1. IS:1200 (Part 1 to 28)

Method of measurement of building and engineering works

2. IS:3385 Code of practice for measurement of Civil Engineering works

1. IS:3696(Part 1 and III) Safety code for scaffolds and ladders

2. IS:7969 Safety code for handling and storage of building materials

3. IS:8989 Safety code for erection of concrete framed structures

Engineer shall have the right at all times to inspect all operations including the sources of materials,

procurements, layout and storage of materials, the concrete batching and mixing equipment, and the

quality control system. Such an inspection shall be arranged and Engineer’s approval obtained, prior to

concrete work. This shall, however, not relieve Contractor of any of his responsibilities. All materials does

not conform to this specification shall be rejected. Materials should be selected so that they can satisfy

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the design requirements of strength, serviceability, safety, durability and finish with due regards to the

functional requirements and the environmental conditions to which the structure will be subjected.

Materials complying with codes/standards shall generally be used; other materials may be used after

approval of the Engineer and after establishing their performance suitability based on previous data,

experience or tests.

Unless otherwise specified or called for by the Engineer, cement shall be Ordinary Portland Cement to IS:

12330 (latest edition) for entire work. Where Portland pozzolana or slag cement are used, it shall be

ensured that consistency of quality is maintained, there will be no adverse interactions between the

materials and the finish specified is not marred. Only one type of cement shall be used in any one mix.

The source of supply, type or brand of cement within the same structure or portion thereof shall not be

changed without approval from Engineer.

Cement which is not used within 90 days from its date of manufacture shall be tested at a laboratory

approved by Engineer and until the results of such tests are found satisfactory, it shall not be used in any

“Aggregate” in general designates both find and coarse inert materials used in the manufacture of

concrete (vide BIS 456 and BIS 383) and conforming to tests as per BIS 2386 (Part 1 to VI). “Coarse

Aggregate” is aggregate most of which is retained when passed through on 4.75 mm BIS sieve.All fine and

coarse aggregates prFoposed for use in the works shall be subject to the Engineer-in-charge’s approval

and after specific materials have been accepted, the source of supply of such materials shall not be

changed without prior approval of the Engineer-in-charge.

Aggregates shall consist of natural sand, stone (crushed or uncrushed) and gravel from a source known to

produce satisfactory aggregate for concrete and shall be chemically inert, non-flaky, strong, hard, durable

against weathering, or limited porosity and free from deleterious materials that may cause corrosion of

the reinforcement or may impair the strength and or durability of concrete. The grading of aggregates

shall be such as to produce a dense concrete of specified strength and consistency that will work readily

into position without segregation and shall be based on the “mix design” and preliminary tests on

concrete specified later.

SAMPLING AND TESTING

Samples of the aggregates for mixed design and determination of suitability shall be taken under the

supervision of the Engineer-in-charge and delivered to the laboratory, well in advance of the scheduled

placing of concrete, Records of tests, which have been made on proposed aggregates and on concrete

made from this source of aggregates shall be furnished to Engineer-in-charge in advance of the work, for

use in determining aggregate suitability. The costs of all such tests, sampling etc. shall be borne by the

STORAGE OF AGGREGATE

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All coarse and fine aggregates shall be stacked separately in stock piles in the material yard near the work

site in bins properly constructed to avoid inter mixing of different aggregates. Contamination with foreign

material and earth during storage and while heaping the materials shall be avoided. The aggregates must

of specified quality not only at the time of receiving at site but more so at the time of loading into mixer.

Rakers shall be piled in layers not exceeding 1.20 m in height to prevent coning or segregation. Each layer

shall cover the entire area of stock pile before succeeding layers are started. Aggregates that have

become segregated shall be rejected.

SPECIFIC GRAVITY

Aggregates having a specific gravity below 2.4 (saturated surface dry basis) shall not be used:

Fine aggregate shall consist of natural or crushed sand conforming to IS 383 conforming to tests as per

2386 1 to IV. The sand shall be clean, sharp, hard, strong and durable and shall be free from dust,

vegetables substances, adherent coating, clay, alkali, organic, matter mica, salt or other deleterious

substances, which can be injurious to the setting qualities/strength/durability of concrete.

SCREENING AND WASHING:

Sand shall be prepared for use by such screening or washing, or both, as necessary, to remove all

objectionable foreign matter while separating the sand grains to the required size fraction.

FOREIGN MATERIAL LIMITATIONS:

The percentage deleterious substances in sand delivered to the mixer shall not exceed the following:

Unless otherwise directed or approved by the Engineer-in-charge, the grading of sand shall be within the

limits indicated hereunder:

Where the grading falls outside the limits of any particular grading zone of sieves, other than 600 microns

IS sieve, by total amount not exceeding 5%, it shall be regarded as falling within that grading zone. This

IS sieve, by total amount not exceeding 5%, it shall be regarded as falling within that grading zone. This

tolerance shall not be applied to percentage passing the 600 micron IS sieve or to percentage passing any

other sieve on the coarser limit of grading zone 1 or the finer limit of grading zone IV. Fine aggregates

conforming to grading zone IV shall not be used. Mix designs and preliminary tests shall show its

suitability for producing concrete of specified strength and workability.

FINENESS MODULUS

The sand shall have a fineness modulus of not less than 2.2 or more than 4.2. The fineness modulus is

determined by adding the cumulative percentages retained on the following IS sieve sizes (4.75 mm,

mm, 1.18 mm, 600 microns and 150 microns) and dividing the sum by

COARSE AGGREGATE

Coarse aggregate for concrete, except as noted above, shall conform to IS 383 and IS 2386. This shall

consist of crushed stone and shall be clean and free from elongated, flaky or laminated pieces, adhering

coatings, clay lumps, coal residue, clinkers, slag, alkali, mica, organic matter or other deleterious matter.

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Sr.No. Foreign Material Percentage by weight Uncrushed Crushed

1. Material finer than 75 micron IS sieve 3.0

2. Shale 1.0 --

3 Coal and Lignite 1.0

4 Clay Lumps 1.0

IS: Sieve Designation

SCREENING AND WASHING:

Crushed rock shall be screened and or washed for the removal of dirt or dust coating, if so requested by

Engineer In charge.

Coarse aggregate shall be either in single size or graded, in both cases the grading shall be within the

following units:

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Percentage passing for single sized

aggregate of normal size

Percentage passing for graded

aggregate of normal size.

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The pieces shall be angular in shape and shall have granular or crystalline surfaces. Friable, flaky and

laminated pieces, mica and shale, if present, shall be only within tolerance limits which will not affect

adversely the strength and or durability or concrete. The maximum size of coarse aggregate shall be

mm for M 7.5 and M 10 and 20mm for M15 to M20 concrete, or as directed by the Engineer-in-Charge or

specified otherwise. The maximum size of coarse aggregate shall be the maximum size specified above

but in no case greater than 1/4th of the minimum thickness of the number, provided that the concrete

can be placed without difficulty so as to surround all reinforcement thoroughly and fill the corners of the

form. For plain concrete the maximum size of aggregate shall be of 40 mm. For heavily reinforced

concrete members, the nominal maximum size of the aggregate shall be 5 mm less than the minimum

clear distance between the reinforcing main bars or 5 mm less than the minimum cover reinforcement

whichever is smaller.

FOREIGN MATERIAL LIMITATIONS

The percentage of deleterious materials in the aggregate delivered to the mixer shall not exceed

Water used for both mixing and curing shall conform to IS: 456. Potable water is generally satisfactory.

Water containing any excess of acid, alkali, sugar or salt shall not be used.

Reinforcement bars shall conform to IS: 432 IS: 226 or IS: 1786 and the welded wire fabric to IS: 1566 as

shown or specified on the drawings.

All reinforcement shall be clean, free from pitting, oil, grease, paint, loose mill scales, rust, dirty dust or

any other substance that will destroy or reduce bond.

Sr. No. Foreign Material

Percentage by weight

Uncrushed Crushed

1. Material finer than 75 micron IS sieve 3.0

2. Coal and Lignite 1.0

3. Clay lumps 1.0

4. Soft fragments 3 .0 --

If permitted by Engineer, welding of reinforcement shall be done in accordance with IS: 2751 or IS:

Accelerating, regarding, water reducing and air entraining admixtures shall conform to IS: 9013 and

integral water proofing admixtures to IS:

Admixtures may be used in concrete as per manufacturer’s instructions only with the approval of

Engineer based upon evidence that with the passage of time neither the compressive strength nor its

durability is reduced. An admixture’s suitability and effectiveness shall be verified by trial mixes with the

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other material used in the work. If two or more admixtures are to be used simultaneously in the same

concrete mix, their interaction shall be checked and trial mixes done to ensure their compatibility. There

should also be no increase in risk of corrosion of the reinforcement or other embedment.Calcium

chloride shall not be used for accelerating set of the cement for any concrete containing reinforcement

or embedded steel parts. When calcium chloride is permitted such as in mass concrete works, it shall be

dissolved in water and added to the mixing water by an amount not exceeding 1.5 percent of the weight

of the cement in each batch of concrete. The designed concrete mix shall be corrected accordingly.

No wastage allowance for cement and steel shall be considered and paid for.

SAMPLES AND TESTS

All materials used for the works shall be tested before use. Manufacturer’s test certificate shall also be

got tested by the Contractor in a laboratory approved by Engineer at no extra cost to Client. However,

where material is supplied by client, all testing charges shall be borne by client, but transportation of

material samples to the laboratory shall have to be done by contractor at no extra cost.

Sampling and testing shall be as per IS: 2386 under the supervision of Engineer, The cost of all

tests,sampling etc. shall be borne by Contractor. Water to be used shall be tested to comply with

requirement of IS: 456 Contractor shall furnish manufacturer’s test certificates and technical literatures

for the admixture proposed to be used. If directed the admixture shall be got tested and approved

laboratory at no extra cost.

STORING OF MATERIAL

All material shall be stored in a manner so as to prevent its deterioration and contamination which would

prelude its use in the works. Requirements of IS: 40-82 shall be complied with.Contractor will have to

make his own arrangements for the storage of adequate quantity of cement even if cement is supplied by

client. Cost of such rejected cement, where cement is supplied by client, shall be recovered at issue rate

or open market rate which ever is higher. Cement bags shall be stored in dry weatherproof shed with a

raised floor, well away from the outer walls and insulated from the floor to avoid moisture from ground.

Not more than 15 bags shall be stacked in any tier. Storage arrangement shall be approved by Engineer.

Storage under Tarpaulins shall not be permitted. Each consignment of cement shall be stored separately

and consumed in its order or receipt.Each size of coarse and fine aggregates shall be stacked separately

and shall be protected from leaves and contamination with foreign material. The stacks shall be on hard,

clean, free draining bases, draining away from the concrete mixing area.

Contractor shall make his own arrangements for storing water at site in tanks to prevent contamination.

The reinforcement shall be stacked on top of timber sleepers to avoid contract with ground/water. Each

and size shall be stacked separately.

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Concrete grade shall be as designated on drawings. In concrete grade M15, M20, M25 etc. the number

represents the specified characteristic compressive strength of 150 mm cube at 28 days, expressed in

N/sq.mm as per IS:456. Concrete in the works shall be “Design Mix Concrete” or Normal Mix Concrete”

Allconcrete works of grade M5, M7.5 and M10 shall be nominal whereas all other grades, M15 and

shall be Design Mix Concrete.

DESIGN MIX CONCRETE

MIX DESIGN AND TESTING

For Design Mix Concrete, the mix shall be designed according to IS:10262 and SP:23 to provide the grade

of concrete having the required workability and characteristics strength not less than appropriate values

given in IS:456. The design mix shall in addition be such that it is cohesive and does not segregate and

should result in dense and durable concrete and also capable of giving the finish as specified. Fort water

retaining structures the mix shall also result in water with concrete. The contractor shall exercise great

care while designing the concrete mix and executing the works to achieve the desired result.

Unless otherwise specifically mentioned, the minimum cement content for design mix concrete shall be

as given below.

Grade of Concrete Minimum cement content

In Kg/Cu.m of concrete

The minimum cement content stipulated above shall be adopted irrespective of whether the contractor

achieves the desired strength with less quantity of cement. The contractor’s quoted rates for concrete

shall provide for the above eventually and nothing extra shall become payable to the contractor in this

account.Even in the case where the quantity of cement required is higher than that specified above to

achieve desired strength based on an approved mix design, nothing extra shall become payable to the

contractor. It shall be contractor’s sole responsibility to carry out the mix designs at his own cost. He shall

furnish to Engineer atleast 30 days before concreting operations, a statement of proportions proposed to

be used for various concrete mixes and the strength results obtained. The strength requirements of the

concrete mixes ascertained on 150 mm cubes as per IS: 516 shall comply with the requirements of IS:

Grade of Concrete Minimum Compressive Strength (N/Sq.mm at 7 days)

Specified compressive strength (N/Sq.mm at 28 days)

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A range of slumps, which shall generally be used for various types of construction unless otherwise

instructed by the Engineer, is given below:-

Structure/member Slump in millimeters

Maximum Minimum

Reinforced foundation walls and footings 75

Plain footings, caissons and substructure walls 75

T.G. and massive compressor foundations 50

Slabs, beams and reinforced walls 100

Pumps and miscellaneous equipment foundations 75

Building columns 100

Heavy mass construction 50

BATCHING AND MIXING OF CONCRETE

Proportions of aggregates and cement, as decided by the concrete mix design, shall be by weight. These

proportions shall be maintained during subsequent concrete batching by means of weigh batchers

capable of controlling the weights within one percent of the desired value. Amount of water added shall

be such as to produce dense concrete of required consistency, specified strength and satisfactory

workability and shall be so adjusted to account for moisture content in the aggregates. Water cement

ratio specified shall be maintained. Each time the work stops, the mixer shall be cleaned out, and while

recommending the first batch shall have 10% additional cement to allow for sticking in the drum,

Arrangement should be made by contractor to have the cubes tested in an approved laboratory or in

field at his own expense, with prior consent of Engine4re. Sampling and testing of strength and

workability of concrete shall be as per IS: 1199, IS: 516 and IS:

NOMINAL MIX CONCRETE

Mix design and preliminary tests are not necessary for Nominal mix concrete. However works tests shall

be carried out as per IS: 456. Proportions for Nominal Mix Concrete and water/cement ratio may be

adopted as per Table 3 of IS: 456. However it will be contractor’s sole responsibility to adopt appropriate

nominal mix proportions to yield the specified strength.

BATCHING AND MIXING CONCRETE

Based on the adopted nominal mixes, aggregates and cement shall be measured by weight.

PREPARATION PRIOR TO CONCRETE PLACEMENT

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Before concrete is actually placed in position, the inside of the form work shall be cleaned and mould oil

applied, inserts and reinforcement shall be correctly positioned and securely held, necessary openings

pockets etc. provided.

All arrangements formwork, equipment and proposed procedure, shall be approved by Engineer. The

Contractor shall maintain separate Pour Card for each pour as per the format enclosed and shall produce

before commencement of concreting to Engineer-in-charge.

TRANSPORTING, PLACING AND COMPACTING CONCRETE

Concrete shall be transported from the mixing plant to the formwork with minimum time lapse by

methods that shall maintain the required workability and will prevent segregation, loss of any ingredients

or ingress of foreign matter or water.

In all cases concrete shall be deposited as early as practicable directly in its final position. To avoid

segregation concrete shall not be re-handled or caused to flow. For locations where direct placement is

not possible and in narrow forms. The Contractor shall provide suitable drops and “Elephant Trunks”

Concrete shall not be dropped from a height of more than 1.0 mm as stipulated in clause D.6.8.13.

Concrete shall not be placed in flowing water. Under water, concrete shall be placed in position by

tremies or by pipeline from the mixer and shall never be allowed to fall freely through the water. While

placing concrete the Contractor shall proposed as specified below and also ensure the following:

a) Continuously between construction joints and predetermined abutments.

b) Without disturbance to forms or reinforcement.

c) Without disturbance to pipes, ducts, fixings and the like to be cast in; ensure that such items are

securely fixed. Ensure that concrete cannot enter open ends of pipes and conduits etc.

d) Without dropping in a manner that could cause segregation or shock.

e) In deep pours only when the concrete and framework designed for this purpose and by using suitable

chutes or pipes.

f) Do not place if the workability is such that full compaction cannot be achieved.

g) Without disturbing the unsupported sides of excavations; prevent contamination of concrete with

earth. Provide sheeting if necessary. In supported excavations, withdraw the lining progressively as

concrete is placed.

h) If placed directly on to hardcore or any other porous material, dampen the surface to reduce loss of

water from the concrete.

i) Ensure that there is no damage or displacement to sheet membranes.

j) Record the time and location of placing structural concrete. Concrete shall normally be compacted in its

final position within thirty minutes of leaving the mixer. Concrete shall be compacted during placing with

approved vibrating equipment without causing segregation until it forms a solid mass free from voids

thoroughly worked around reinforcement and embedded fixtures and into all corners of the formwork.

Immersion vibrators shall be inserted vertically at points not more than 450 mm apart and withdrawn

slowly till air bubbles cease to come to surface, leaving no voids. When placing concrete in layers

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advancing horizontally, care shall be taken to ensure adequate vibration, blending and melding of

concrete between successive layers. Vibrators shall not be allowed to come in contract with

reinforcement, formwork and finished surfaces after start of initial set. Over vibration shall be

avoided.Concrete may be conveyed and placed by mechanically operated equipment after getting the

complete procedure approved by Engineer. The slump shall be held to the minimum necessary for

conveying concrete by this method. When concrete is to be pumped concrete mix shall be specifically

designed to suit pumping. Care shall be taken to avoid stoppages in work once pumping has

started.Except when placing with slip forms, each placement of concrete in multiple lift work, shall be

allowed to set for at least 24 hours after the final set of concrete before the start of subsequent

placement. Placing shall stop when concrete reaches the top of the opening in walls or bottom surface of

slab, in slab and beam construction, and it shall be resumed before concrete takes initial set but not until

it has had time to settle as determined by Engineer. Concrete shall be protected against damage until

final acceptance.

Curing and protection shall start immediately after the compaction of concrete to protect it from:

(a) Premature drying out, particularly by solar radiation and wind;

(b) Leaching out by rain and flowing water;

(c) Rapid cooling during the first few days after placing;

(d) High internal thermal gradients;

(e) Low temperature of frost;

(f) Vibration and impact which may disrupt the concrete and interfere with its bond to the

reinforcement.All concrete, unless directed otherwise by Engineer, shall be cured by use of continuous

sprays or pounded water or continuously saturated coverings of sacking, canvas, hessian or other

absorbent material for the period of complete hydration with a minimum of 7 days. The quality of curing

water shall be the same as that used for mixing.Where a curing membrane is directed to be used by the

Engineer, the same shall be of a non-wax base and shall not impair the concrete finish in any manner. The

curing compound to be used shall be got approved from the Engineer before use and shall be applied

with spraying equipment capable of a smooth, even textured coat. Curing may also be done by covering

the surface with an impermeable material such as polyethylene, which shall be well sealed and fastened.

Extra precautions shall be exercised in curing concrete during cold and hot weather.

CONSTRUCTION JOINTS AND KEYS

Construction joints will be as shown on the drawing or as approved by Engineer. Concrete shall be placed

without interruption until completion of work between construction joints. If stopping of concreting

becomes unavoidable anywhere, a properly formed construction joint shall be made with the approved

of Engineer. Dowels for concrete work, not likely to be taken up in the near future, shall be coated with

cement slurry and encased in lean concrete as indicated on the drawings or as directed by Engineer.

Before resuming concreting on a surface which has hardened all laitance and loose stone shall be

thoroughly removed by wire brushing/hacking and surface washed with high pressure water jet and

treated with thin layer of cement slurry for vertical joints and a 15 mm thick layer of cement sand mortar

for horizontal layers, the ratio of cement and sand being the same as in the concrete mix. When

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concreting is to be resumed on a surface which has not fully hardened, all laitance shall be removed by

wire brushing, the surface wetted, free water removed and a coat of cement slurry applied. On this a

layer of concrete not exceeding 150 mm thickness shall be placed and well rammed against the old work.

There after work shall proceed in the normal way.

FOUNDATION BEDDING

All earth surfaces upon which or against which concrete is to be placed, shall be well compacted and free

from standing water, mud or debris. Soft or spongy area shall be cleaned out and back filled with either

cement mixture, lean concrete or clean sand compacted as directed by Engineer. The surfaces of

soils shall be moistened.

The frame work for concrete works shall be such as to give the finish as specified; defects due to bad

workmanship (e.g. damaged or misaligned forms, defective or poorly compacted concrete) will not be

accepted. The Contractor shall construct the formwork using the correct materials and to meet the

requirements of the design and to produce finished concrete to required dimensions, plumbs, planes and

REPAIR AND REPLACEMENT OF UNSATISFACTORY CONCRETE

Immediately after the shuttering is removed, all the defective areas such as honey combed surfaces,

rough patches, holes left by form bolts etc. shall be brought to the notice of Engineer who may permit

patching of the defective areas or reject the concrete work. All though holes for shuttering shall be filled

for full depth and neatly plugged flush with surface. Rejected concrete shall be removed and replaced by

Contractor at no additional cost to Client.For patching of defective areas all loose materials shall be

removed and the surface shall be prepared as directed by the Engineer.Bonding between hardened and

fresh concrete shall be done either by placing cement mortar or by applying epoxy. The decision of the

Engineer as to the method of repairs to be adopted shall be final and binding on the Contractor and no

extra claim shall be entertained on this account. The surface shall be saturated with water for 24 hours

before patching is done with 1:5 cement sand mortar. The use of epoxy for bonding fresh concrete shall

be carried out as directed by Engineer.

HOT WEATHER REQUIREMENTS

Concreting during hot weathers shall be carried out as per IS: 7861 (Part-I) Adequate provisions shall be

made to lower concrete temperatures which shall not exceed 40 Deg. C at the time of placement of fresh

concrete.Where directed by Engineer, Contractor shall spray non-wax based curing compound of

unformed concrete surfaces at no extra costs.

COLD WEATHER REQUIREMENTS

Concreting during cold weather shall be carried out as per IS : 7861 (Part-II). The ambient temperature

during placement and upto final set shall fall below 5 Deg. C. Approved antifreeze/accelerating additives

shall be used where directed.For major and large scale concreting works the temperature of concrete at

time of mixing and placing, the thermal conductivity of the formwork and its insulation and stripping

period shall be closely monitored.

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LIQUID RETAINING STRUCTURES

The Contractor shall take special care of concrete for liquid retaining structures, underground structures

and those others specifically called for to guarantee the finish and water tightness. The minimum level of

surface finish for liquid retaining structures shall be as per clause D.6.16. All such structures shall be

hydro-tested.The contractors shall include in his price of hydro-testing of structure, all arrangements for

testing such as temporary bulk heads, pressure gauges, pumps, pipelines etc.Any temporary

arrangements that may have to be made to ensure stability of the structures shall also be considered to

have been taken into account while quoting the rates.Any leakage that may occur during the hydro-test

or subsequently during the defects liability period or the period for which the structure is guaranteed

shall be effectively stopped either by cement/epoxy pressure grouting, gunting or such other methods as

may be approved by the Engineer. All such rectification of the Client / Engineer at no extra cost to the

TESTING CONCRETE STRUCTURE FOR LEAKAGE

Hydro-static test for water tightness shall be done at full storage by Engineer, as described below:

In case of structures whose external faces are exposed, such as elevated tanks, the requirements of the

test shall be deemed to be satisfied if the external faces show no sign of leakage or sweating and remain

completely dry during the period of observation of seven days after allowing a seven day period for

absorption after filling with water.In case of structures whose external faces are submerged and are not

accessible for inspection, such as underground tanks, the structures shall be filled with water and after

the expiry of seven days after filling,the level of the surface of the water shall be recorded. The level of

water shall be recorded again at subsequent intervals of 24 hrs, over a period of seven days. Backfilling

shall be withheld till the tanks are tested. The total drop in surface level over a period for seven day shall

be taken as an indication of the water tightness of the structure. The Engineer shall decide on the actual

permissible nature of this drop in the surface level, taking into account weather the structures are open

or closed and the corresponding effect it has on evaporation losses. Unless specified otherwise, a

structure whose top is covered shall be deemed to be water tight if the total drop in the surface level

over a period of seven days does not exceed 40 mm.

Each compartment/segment of the structure shall be tested individually and then all together.For

structures such as pipes, tunnels etc. the hydro-static test shall be carried out by filling with water, after

curing as specified, and subjecting to the specified test pressure for specified period. If during this period

the loss of water does not exceed the equivalent of the specified rate, the structure shall be considered

to have successfully passed the test.

If Engineer feels that the materials i.e. .cement, sand coarse aggregates, reinforcement and water are not

in accordance with the specifications or if specified concrete strengths are not obtained, he may order

tests to be carried out on these materials in laboratory, to be approved by the Engineer, as per relevant

IS Codes. Client shall pay only for the testing of material supplied by the Client, otherwise Contractor shall

have to pay for the tests. Transporting of all material to the laboratory shall however be done by the

Contractor at no extra cost to client. In the even of any work being suspected of faulty material or

workmanship requiring its removal or if the works cubes do not give the stipulated strengths, Engineer

reserves the right to order the Contractor to take out cores and conduct tests on them or do ultrasonic

testing or load testing of structure, etc. All these tests shall be carried out by Contractor at no extra cost

to the Client. Alternatively Engineer also reserves the right to ask the Contractor to dismantle and re-do

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such unacceptable work at the cost of Contractor. If the quoted unit rates/prices of concrete shall be

deemed to provide for all tests mentioned above.

All materials, workmanship and finished construction shall be subject to continuous inspection and

approval of Engineer. Materials rejected by Engineer shall be expressly removed from site and shall be

replaced by Contractor immediately at no extra cost to Client.

Upon the completion of concrete work, all forms, equipment, construction tools, protective coverings

any debris, scraps of wood etc. resulting from the work shall be removed and the premises left clean.

ACCEPTANCE CRITERIA

Any concrete work shall satisfy the requirements given below individually and collectively for it to be

a) Properties of constituent materials;

b) Characteristic compressive strength;

c) Specified mix proportions;

d) Minimum cement content;

e) Maximum cement content;

f) Workability;

g) Temperature of fresh concrete;

h) Density of fully compacted concrete;

i) Cover to embedded steel;

k) Tolerances in dimensions;

l) Tolerances in levels;

n) Surface finishes;

o) Special requirements such as :

(i) Water tightness;

(ii) Resistance to aggressive chemicals

(iii) Resistance to freezing and thawing

(iv) Very high strength

(v) Improved fire resistance

(vi) Wear resistance

(vii) Resistance to early thermal cracking

The Engineer’s decision as to the acceptability or otherwise of any concrete work shall be final and

binding of the Contractor. For work not accepted, the Engineer may review and decide whether remedial

measures are feasible so as to render the work acceptable. The Engineer shall in that case direct the

Contractor to undertake and execute the remedial measures. These shall be expeditiously and effectively

implemented by the Contractor.Nothing extra shall become payable to the Contractor. Nothing extra

shall become payable to the Contractor by the Client for executing the remedial measures.

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Item No.08 Providing form work in ordinary timber planking so as to give a rough finish including

centering, shuttering, strutting and propping etc. height of propping and centering

below supporting floor to celling not exceeding 4 M & removal of the same for in situ

reinforced or plain concrete work in (Building SOR, Year 2015-16,P.99, Item No.9.1)

(B) Flat surface such as soffits of slabs,landing and the like. (I) Floors etc. up to 200mm in

thickness (Building SOR 15-16 chapter 9 , item no.09001B1)

Measurement shall be given on Smt. basis.

Item No.10 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. (Based

on Building SOR 2015-16, P-307 - Item code- 5.1.11)

Reinforcing bars supplied bent or in coils shall be straightened cold without damage at no extra

bending shall be done when ambient te mperature is below 5 Deg. C. Local warning maybe permitted if

steel is kept below 100 Deg. C.All bars shall be accurately bent gradually and according to the sizes and

shapes shown on the drawings/schedules or as directed by Engineer. Re-binding or straightening

incorrectly bent bars shall not be done without approval of Engineer.Reinforcement shall be accurately

fixed and maintained firmly in the correct position by the use of blocks,spacers, chairs, binding wire etc.

to prevent displacement during placing and compaction of concrete. The tied in place reinforcement shall

be approved by Engineer prior to concrete placement. Spacers shall be of such materials and designs as

will be durable, not lead to corrosion of the reinforcement and not cause spalling of the concrete cover.

Binding wire shall be 16 gauges soft annealed wire. Ends of the binding wire shall be bent away from the

concrete surface and in no case encroach into the concrete cover. Substitution of reinforcement,

laps/splices not shown on drawing shall be subject to Engineer’s approval.

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-in-charge.

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

directed by the City Engineer, Ahmedabad and all operations covered within the intent and purpose of

the specification.

BENDING 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 City Engineer, AMC,Ahmedabad 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:

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Ahmedabad Municipal Corporation

All reinforcing bars shall be accurately placed in the exact position shown on the drawings, 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. 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.In the case of columns and walls, vertical bars shall be kept in

normal position with timber templates having slots accurately cut in for bar position. Such templates

shall be removed after the concreting has progressed upto a level just below them.Bars crossing each

other, where required, shall be secured by binding wire (annealed) of size not less than 1mm 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 City Engineer, AMC, Ahmedabad. When practicable, over lapping

bars shall not touch each other, but be kept apart by 25 mm or 1 ¼ times the maximum size of the coarse

aggregates whichever is greater, by concrete between them. Where this is not feasible, overlapping bars

shall be bound with annealed steel wire, not less than 1 mm thickness twisted tight in eight shape around

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

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

WELDING OF BARS

Sr. No. Operation Size TMT CRS-Fe-500

1 Bend Upto 22 mm dia 3d Over 22 mm dia 4d

2 Rebend Upto 10mm dia 4d Over 10 mm dia 5d Welding of TMT bars can be permitted if specified on

the drawings, 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. Inter-pass temperature should be limited to 200º C with low heat input

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

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

welding is done in 2 or 3 stages, previous surface shall be cleaned property. Ends of the bars shall be

cleaned of all loose scale, rust, grease, paint and other foreign matter before welding. Only competent

welders shall be employed on the work. Welded pieces of reinforcement shall be tested. Specimens shall

be taken from the actual site and their number and frequency of tests shall be as directed by the City

Engineer, AMC, Ahmedabad.

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

(1) Alternate immersion test

(2) Salt spray test

(3) Atmospheric exposure test

(4) Sulphur dioxide test

(5) Potentio dynamic test

Tolerance for formed and concrete dimensions shall be as per IS: 456 unless specified otherwise.

Tolerances specified for horizontal or vertical building lines or footings shall not be construed to permit

encroachment beyond the legal boundaries.

MODE OF MEASUREMENT AND PAYMENT

The unit rate for concrete work under various categories shall be all inclusive and no claims for extra

payment on account of such items as leaving holes, embedding inserts, etc. shall be entertained unless

separately provided for in the schedule of quantities. No extra claim shall be also be entertained due to

change in the number, position and /or dimensions of holes, slots or openings, sleeves, inserts or on

account of any increased lift, lead or scaffolding etc. All these factors should be taken into consideration

while quoting the unit rates. Unless provided for in the Schedule of Quantities the rates shall also include

fixing insets in all concrete work, whenever required.Payments for concrete will be made on the basis of

unit rates quoted for the respective items in the Schedule of Quantities. No deduction in the concrete

quantity will be made for reinforcements, interests etc.and opening less than 0.100 of sq. m in areas

where concrete is measured in sq. m and 0.010 cum where concrete is measured in cum. Where no such

deduction for concrete is made, payment for shuttering work provided for such holes, pockets, etc. will

not be made. Similarly the unit rates for concrete work shall be inclusive or exclusive of shuttering as

provided for in Schedule of Quantities.Payment for beams will be made for the quantity based on the

depth being reckoned from the underside of the slabs and length measured as the clear distance

between supports. Payment for columns shall be made for the quantity based on height reckoned upto

the underside of slab/beams.The unit rate for precast concrete members shall include formwork,

mouldings, finishing, hoisting and setting in position including setting mortar, provision of lifting

arrangement etc. complete. Reinforcement and inserts shall be measured and paid separately under

respective item rates.Only the actual quantity of steel embedded in concrete including laps as shown on

drawings or as approved by Engineer shall be measured and paid for, irrespective of the level or height at

which the work is done.

The unit rates for reinforcement shall include lap chairs, spacer bars etc.

Where the formwork is paid for separately, it shall be very clearly understood that payment for formwork

is inclusive of formwork, shutting, shoring, propping scaffolding etc, complete. Only the net area of

concrete formed (shuttered) shall be measured for payment.

Rate shall be for unit of one kg.

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Ahmedabad Municipal Corporation

ITEM NO.11:- B RICK WORK USING COMMON BURNT CLAY BUILDING BRICKS HAVING CRUSHING STRENGTH NOT LESS THAN

KG/SQ . CM . IN FOUNDATIONS AND PLINTH IN CEMENT MORTAR (B) CONVENTIONAL 1:6 (1 CEMENT : 6 FINE

(A) IN FOUNDATION & P LINTH

(B) SUPER STRUCTURE

(C)ABOVE FLOOR TWO LEVEL

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

BUILDING WORKS, S ECTION . NO . 6.13, P AGE NO .

ITEM NO .12:- P ROVDG. 15 MM. T HICK CEMENT P LASTER IN SINGLE COAT ON FAIR SIDE OF B RICK C ONCRETE WALLS FOR

INTERIOR P LASTERING UPTO FLOOR FOUR LEVEL AND FINISHED EVEN AND SMOOTH / MALA P LASTER IN CM

W ATER M-1. T HE C EMENT MORTAR OF PROPORTION 1:4 SHALL CONFORM TO M-14.

SCAFFOLDING : W OODEN BALLIES, BAMBOOS, PLANKS, TREATLES AND OTHER SCAFFOLDING SHALL BE SOUND.

THESE SHALL BE PROPERLY EXAMINED BEFORE ERECTION AND USE S TAGE SCAFFOLDING SHALL BE PROVIDED

FOR CEILING PLASTER , WHICH SHALL BE INDEPENDENT OF THE WALLS.

THE SURFACE SHALL BE CLEANED OF ALL DUST, LOOSE MORTAR DROPPINGS, TRACES OF ALGAE, AFFLORESCENCE

AND OTHER FOREIGN MATTER BY WATER OR BY BRUSHING . SMOOTH SURFACE SHALL BE ROUGHENED BY WIRE

BRUSHING IF IT IS NOT HARD AND BY RACKING IF IT IS HARD. IN CASE OF CONCRETE SURFACE, IF A CHEMICAL

RETARDER HAS BEEN APPLIED TO THE FORM WORK, THE SURFACE SHALL BE ROUGHENED BY WIRE BRUSHING AND

ALL THE RESULTING DUST AND LOOSE PARTICLES CLEANED OFF AND CARE SHALL BE TAKEN THAT NONE OF THE

RETARDER IS LEFT ON THE SURFACE. TRIMMING OF PROJECTIONS ON BRICK/CONCRETE SURFACE WHERE

NECESSARY SHALL BE CARRIED OUT TO GET AN EVEN SURFACE.

RAKING OF JOINTS IN CASE OF MASONRY WHERE NECESSARY SHALL BE ALLOWED TO DRY OUT FOR SUFFICIENT

PERIOD BEFORE CARRYING OUT THE PLASTER WORK .

THE WORK SHALL NOT BE SOAKED BUT ONLY DAMPED EVENLY BEFORE APPLYING THE PLASTER. I F THE SURFACE

BECOMES DRY SUCH AREA SHALL BE MOISTENED AGAIN.

FOR EXTERNAL PLASTER , THE PLASTERING OPERATION SHALL BE STARTED FROM TOP FLOOR AND CARRIED

DOWNWARDS . FOR INTERNAL PLASTER , THE PLASTERING OPERATIONS MAY BE STARTED WHEREVER THE

BUILDING FRAME AND CLADDING WORK ARE READY AND THE TEMPORARY SUPPORTING CEILING RESTING ON THE

WALL OF THE FLOOR HAVE BEEN REMOVED, C EILING PLASTER SHALL BE COMPLETED BEFORE STARTING PLASTER

APPLICATIONS OF PLASTER :

THE PLASTER ABOUT 15 X 15 CMS. SHALL BE FIRST APPLIED HORIZONTALLY AND VERTICALLY AT NOT MORE

THAN 2 METRE INTERVALS OVER THE ENTIRE SURFACE TO SERVE AS GAUGE. THE SURFACES OF THESE GAUGES

SHALL BE TRULY INPLANE OF THE FINISHED PLASTERED SURFACE. THE MORTAR SHALL THEN BE APPLIED IN

UNIFORM SURFACE SLIGHTLY MORE THAN THE SPECIFIED THICKNESS, THEN BROUGHT TO A TRUE SURFACE BY

WORKING A WOODEN STRAIGHT EDGE REACHING ACROSS THE GAUGES WITH SMALL UPWARD AND SIDEWAYS

MOVEMENT AT A TIME. FINALLY, THE SURFACE SHALL BE FINISHED OFF TRUE WITH A TROWEL OR WOODEN

FLOAT ACCORDING AS A SMOOTH OR A SANDY GRANULAR TEXTURE IS REQUIRED. E XCESSIVE TROWELLING OR

OVERWORKING THE FLOAT SHALL BE AVOIDED. ALL CORNERS, ARRISES, ANGLES AND JUNCTIONS BE TRULY

VERTICAL OR HORIZONTAL AS THE CASE MAY BE AND SHALL BE CAREFULLY FINISHED. R OUNDING OR

CHAMFERING CORNERS, ARRISES JUNCTIONS ETC. SHALL BE CARRIED OUT WITH PROPER TEMPLATES TO THE SIZE

CEMENT PLASTER SHALL BE USED WITHIN HALF AN HOUR AFTER ADDITION OF WATER . A NY MORTAR OR PLASTER

WHICH IS PARTIALLY SET SHALL BE REJECTED AND REMOVED FORTHWITH FROM THE SITE :

IN SUSPENDING THE WORK AT THE END OF THE DAY, THE PLASTER SHALL BE LEFT OUT CLEAN TO THE LINE BOTH

HORIZONTALLY AND VERTICALLY. WHEN RECOMMENDING THE PLASTER , THE EDGES OF THE OLD WORK SHALL

BE SCRAPED CLEAN AND WETTED WITH CEMENT PUTTY BEFORE PLASTER IS APPLIED TO THE ADJACENT AREA TO

ENABLE THE TWO TO PROPERLY JOINT TOGETHER . P LASTERING WORK SHALL BE CLOSED AT THE END OF THE DAY

ON THE BODY OF THE WALL AND NEARER THAN 15 CM. TO ANY CORNERS OR ARRISES . HORIZONTAL JOINTS IN

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PLASTERWORK SHALL NOT ALSO OCCUR ON PARAPET TOPS AND COPINGS AS THESE INVARIABLY LEAD TO

LEAKAGE. NO PORTION OF THE SURFACE SHALL BE LEFT OUT INITIALLY TO BE PACKED UP LATER ON.

E ACH COAT SHALL BE KEPT DAM CONTINUOUSLY TILL THE NEXT COAT IS APPLIED OR FOR A MINIMUM PERIOD OF

7 DAYS. MOISTENING SHALL COMMENCE AS SOON AS PLASTER IS HARDENED SUFFICIENTLY. SOAKING OF WALLS

SHALL BE AVOIDED AND ONLY AS MUCH WATER AS CAN BE READILY ABSORBED SHALL BE USED EXCESSIVE

EVAPORATION ON THE SUNNY OR WINDWARD SIDE OF BUILDING IN HOT AIR OR DRY WEATHER SHALL BE

PREVENTED BY HANDLING MATTINGS OR GUNNY BAGS ON THE OUTSIDE OF THE PLASTER AND KEEPING THEM

M ODE OF MEASUREMENT & PAYMENT :

THE RATE SHALL INCLUDE THE COST OF ALL MATERIALS, LABOUR AND SCAFFOLDING ETC , INVOLVED IN THE

OPERATIONS DESCRIBED UNDER WORKMANSHIP .

A LL PLASTERING SHALL BE MEASURED IN SQUARE METRES UNLESS, OTHERWISE SPECIFIED LENGTH, BREADTH OR

HEIGHT SHALL BE MEASURED CORRECT TO A CENTIMETER .

THICKNESS OF THE PLASTER SHALL BE EXCLUSIVE OF THE THICKNESS OF THE KEY I. E. GROOVES OR OPEN JOINTS

IN BRICK WORK, STONE WORK ETC . OR SPACE BETWEEN LATHS . THICKNESS OF PLASTER SHALL BE AVERAGE

THICKNESS WITH MINIMUM 10 MM. AT ANY POINT ON THIS SURFACE.

THIS ITEM INCLUDES PLASTERING UPTO FLOOR TWO LEVEL.

THE MEASUREMENT OF WALL PLASTERING SHALL BE TAKEN BETWEEN THE WALLS OR PARTITION ( DIMENSIONS

BEFORE PLASTERING BEING TAKEN) FOR LENGTH AND FROM THE TOP OF FLOOR OR SKIRTING TO CEILING FOR

HEIGHT. DEPTH OF COVER OF CORNICES IF ANY SHALL BE DEDUCTED.

SOFFITS OF STAIRS SHALL BE MEASURED AS PLASTERING ON CEILINGS, F LOWING SOFFITS SHALL BE MEASURED

FOR JAMBS, SOFFITS, SILLS ETC. FOR OPENINGS NOT EXCEEDING 0.5 SQ. MT. EACH IN AREA FOR ENDS OF JOINTS

BEAMS, POSTS, GIRDERS , STEPS ETC . NOT EXCEEDING 0.5 SQ. MT. EACH IN AREA AND FOR OPENINGS EXCEEDING

0.5 SQ. MT. AND NOT EXCEEDING 3.0 SQ. MT. IN EACH AREA DEDUCTIONS AND ADDITIONS SHALL BE MADE IN THE

FOLLOWING MANNER :

(a) NO DEDUCTIONS SHALL BE MADE FOR ENDS JOINTS, BEAMS POSTS ETC. AND OPENINGS NOT EXCEEDING

0.5 SQ. MT. EACH AND NO ADDITION SHALL BE MADE FOR REVEALS, JAMBS, SOFFITS, SILLS ETC. OF THESE

OPENING FOR FINISH TO PLASTER AROUND ENDS OF JOINTS , BEAMS , POSTS ETC .

(b) DEDUCTION FOR OPENINGS EXCEEDING 0.5 SQ. MT. BUT NOT EXCEEDING 3 SQ. MT. EACH SHALL BE

MADE AS FOLLOWS AND NO ADDITION SHALL BE MADE FOR REVEALS, JAMBS , SOFFITS ETC . SILLS ETC . OF THESE

WHEN BOTH FACES OF ALL WALL ARE PLASTERED WITH SAME PLASTER , DEDUCTION SHALL BE MADE FOR ONE

(i) W HEN TWO FACES OF WALL ARE PLASTERED WITH DIFFERENT TYPES OF PLASTERS OR IF ONE FACES IS

PLASTERED AND THE OTHER POINTED, DEDUCTIONS SHALL BE MADE FROM THE PLASTER OR POINTING ON THE

SIDE OF FRAME FOR DOOR , WINDOW ETC . ON WHICH WIDTH OR REVEALS IS LESS THAN THAT ON THE OTHER SIDE

BUT NO DEDUCTIONS SHALL BE MADE ON THE OTHER SIDE. W HERE WIDTH OF REVEALS ON BOTH FACES OF ALL

ARE EQUAL, DEDUCTIONS OF 50% OF AREA OF OPENING ON EACH FACE SHALL BE MADE FROM AREA OF PLASTER

AND/ OR POINTING AS THE CASE MAY BE.

FOR OPENINGS HAVING DOOR FRAMES EQUAL TO PROJECTING BEYOND THE THICKNESS OF WALL, FULL

DEDUCTION FOR OPENING SHALL BE MADE FROM EACH PLASTERED FACE OF THE WALL.

IN CASE OF OPENINGS OF AREA ABOVE 3 SQ. MT. EACH, DEDUCTION SHALL BE MADE FOR OPENING BUT JAMBS,

SOFFITS AND SILLS SHALL BE MEASURED.

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

FINISHING WITH A FLOATING COAT OF NET CEMENT SLURRY.

M ATERIALS & WORKMANSHIP :

THIS WORK IS ONLY OF PROVIDING SMOOTH CEMENT FINISH WITH FLOATING COAT OF NEAT CEMENT SLURRY.

THE COAT OF CEMENT AND FINE SAND MORTAR OF PROPORTION 1:1 (1.5 MM. THICK ABOUT) SHALL BE APPLIED

TO THE PLASTERED SURFACE WITH A TROWEL TO PROVIDE UNIFORM TEXTURE WHILE THE BASE COAST IS STILL

IN ANY CONTINUOUS FACE OF WALL THE FINISHING TREATMENT SHOULD BE CARRIED OUT CONTINUOUSLY AND

DAY TO DAY BRAKED MADE TO COINCIDE WITH ARCHITECTURAL BREAKS IN ORDER TO AVOID UNSIGHTLY

C URING : ALL THE PLASTER WORK SHALL BE KEPT DAMP CONTINUOUSLY FOR A PERIOD OF 7 DAYS.

M ODE OF MEASUREMENTS & PAYMENT :

THE PAYMENT SHALL BE MADE FOR A UNIT OF 1.0 SQ. MT. OF WORK DONE OVER AND ABOVE THE FINISHING OF

WORK OF BASE COAT.

THE RELEVANT SPECIFICATIONS OF ITEM OF BASE COAT SHALL BE FOLLOWED FOR MEASUREMENTS AND

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

Signature of Bidder Page 56 of

Ahmedabad Municipal Corporation

Item no.13:- Providing and laying coloured glazed tiles of the size 300 mmx200 mmx8 mm/300

mmx450 mmx8 mm in skirting, risers of steps and dedo on 10 mm. thick cement

plaster 1:3 (1cement: 3 coarse sand) & jointed with white cement slurry.

Workmanship : The work shall be carried out for skirting as dedo. Before fixing glazed tiles of shade and

size as specified, the surface shall be prepared by heavy scarping, making joints etc. to the required line,

level and plumb. The surface shall be thoroughly wetted before commencing the laying work. Thereafter

about 10 mm. thick backing of cement mortar in specified proportion shall be applied on the surface in true

like and level generally as per specifications of plaster item.

Fixing : The black of each tile to be fixed shall be smeared with cement paste of matching colour and the

glazed tiles shall then be gently tapped against the surface, with a wooden mallet. The skirting shall be

done only after the flooring is competed. Any pipes coming out of the wall through the dedo or skirting

shall only beat at the intersections of the horizontal and vertical joints. The tiles shall not have staggered

joints. The joints shall be true to entire line both ways and vertical joints shall be in line with joints of

flooring. Tiles shall be fixed as close as possible to the adjoining tiles and any difference in the thickness

of the glazed tiles shall be evened out in the cement paste so that all the tiles faces are set in conformly

with one another. The skirting shall project uniformly and not more than 6 mm. thickness beyond the

finished surface above. Top of skirting of dedo shall be truly horizontal. The rises of steps, skirting or dedo

shall rest on top of treads of flooring wherever required. The tiles shall be cut (sawn) and thin edges

smoothened before use.

Curing : Curing shall be done for 7 days continuously.

Finishing : Skirting and dedo shall be hand polished to have an even smooth and shining surface.

In case of skirting only 10 mm. x 10 mm. grove shall be provided at the junction of cement plaster and

cement tilesThe white glazed tiles shall be laid on cement mortar bedding of 12 mm thick in C.M. 1 :3 .

The mortar shall have sufficient plasticity for laying and there shall be no hard lumps that would interfere

with the evenness of bedding the base shall be cleared with well wetted. The mortar shall then be spread

in thickness not less than 10 mm at any place and average 12 mm thickness. The proportion of the

cement mortar shall be as specified in the item.

The tiles before laying shall be soaked in water for atleast two hours Neat Gracie cement grout at

3.3 Kg/Cement /Sq. mt. Of honey like consistency shall be separated over the mortar bedding as directed.

The edges of the tiles be smeared with neat cement slurry. The tiles shall be well pressed and gently

tapped with a wooden mallet till they are properly bedded and in level with the adjoining tiles. There shall

be no hollows in bed or joints. The joints between the tiles shall be as thin as possible in straight line or as

The tiles shall not have staggered joints. The joints shall be true to centre line both ways. The

Nehni trap coming in the flooring shall be so positioned that its grating shall replace only one tile as far as

possible. Where full size tiles cannot be fixed, they shall be cut (swan0 to be required size and the edges

rubbed smooth to ensure straight and true joints. The joints shall be filled with grey cement grout with wire

brush of trowel to a depth of 5 mm. and loose material removed. White cement shall be used for pointing

the joints., After fixing the tile finally in an even the flooring shall be kept wet and allowed to nature

undisturbed for 7 days.

The surplus cement grout that may have come out of the joints shall be cleared off before it sets.

Once the floor has set, it shall be carefully washed, cleared by dilute acid and dried. Proper precaution and

measures shall be taken to ensure that the tiles are not damaged inany way till the completion of the

Mode of measurement & payment

The work done shall be measured in sq. mt. For visible area of work done, The length and width of

the flooring shall be measured not between the faces of skirting or dedos or plastered face of wall as the

case may be. The paving under dedo or skirting shall not be measured. No deduction shall be made not

extra paid for any opening in the floor of area upto 0.1 sq. mt. Nothing extra shall be paid for laying the

floors at different levels in the same rooms.

Signature of Bidder Page 57 of

Ahmedabad Municipal Corporation

The rate shall be for a unit of one sq. metre.

Item No.14:- Finishing wall with Apex Ultima Acrylic paint of " Asian Paint " on wall

surfaces (two coats) to give required even shade after application of

Exterior Primer of Approved Brand & Manufacturers after thoroughly

brushing the surface to remove all dirt & remains of loose powdered

The rate shall be for a unit of one sq. metre.

Item No.15 Providing laying and jointing in true line and level 15 mm dia. U.P.V.C.

Pipe (SCH-40) for cold water including fittings make PRINCE/ SUPREME/

ASTRAL/ FINOLEX or equivalent as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at every two

metre C/C or shall be concelled as directed including necessary fittings

etc. including testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

The rate shall be for a unit of one Rmt..

Item No.16 Providing laying and jointing in true line and level 25 mm dia. U.P.V.C.

Pipe (SCH-40) for cold water including fittings make PRINCE/ SUPREME/

ASTRAL/ FINOLEX or equivalent as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at every two

metre C/C or shall be concelled as directed including necessary fittings

etc. including testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

The rate shall be for a unit of one Rmt..

Item No.17:- 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.

(Only for break down work from start to complete)

The rate shall be for a unit of one Rmt..

Tender No.18:- Granite Takti polishing and Finishing with letters Golden Colour

For Pole / Chawl Name. etc.comp.do as per site engineer.

ITEM NO .: 19 P ROVIDING AND FIXING M.S. GRILLS OF REQUIRED PATTERN TO WOODEN FRAMES OF WINDOWS ETC. WITH

M.S. FLATS AT REQUIRED SPACINGS AND FRAME ALROUND, SQUARE OR ROUND BARS WITH ROUND HEADED

BOLTS AND NUTS OR BY SCREWS (A) P LAIN G RILL . (UPTO 10 TON )

Signature of Bidder Page 58 of

Ahmedabad Municipal Corporation

PROVIDING AND FIXING M.S. GRILLS OF REQUIRED PATTERN TO WOODEN FRAMES OF WINDOWS ETC . WITH M.S. FLATS AT

REQUIRED SPACINGS AND FRAME ALROUND , SQUARE OR ROUND BARS WITH ROUND HEADED BOLTS AND NUTS OR BY SCREWS (A)

PLAIN GRILL. ( UPTO 10 TON )

THE MEASUREMENT SHELL BE ON KG.

ITEM NO .:-20 B OX TYPE METAL LETTERS FORMING COMPOSITE BOX MADE FROM 1MM THICK STAINLESS STEEL PLATE OF

GRADE 304 HAVING BRUSH FINISH OF FOLLOWING FONT SIZE TO BE FIXED AT MAIN G ATE IN ENGLISH AND OR

GUJRATI AND INCLUDING FIXING CHARGES APPROVED BEFORE FIXING BY CLENT / CONSULTANT. 400 MM HIGH

300MM HIGH, 230 MM HIGH ITEM SHALL BE EXECUTED AS PER SITE REQUIREMENTS AND

CONDITIONS AND INSTRUCTIONS GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of Nos.

ITEM NO .:-21:- Supplying, labour for Mischellinous work like shifting material, excavation

trialpit, and etc work etc. comp. as directed by Eng.in charge

Seal and Signature of the Bidder Add.city.engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 59 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT (CENTRAL ZONE)

BILL OF QUANTITY

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Vt¤Juj csux yk<do< xkfNt¤, ytuNf rmlubt Jeh bKeC÷ dux cltJJt <&t hevuh fhJtlt ftb ctc<. (yu.yth.me. xuLzh)

Sr. Rate Amount

Excavation for foundation upto 1.5 m depth including sorting

out and stacking of useful materials and disposing off the

1 0.00 excavated stuff upto 50 Meter lead.(A) Loose or soft soil -

Building S.O.R. 2023-24, I.C.04001A, Iteam No. As Per

25.00 0 to 1.5 meter depth. 115.92 Cmt

Extra Rate Over Item of Excavation of Earth for excavation

of asphalt pavement / RCC of thickness up to 0.20 meter

including demolishing the asphalt carpet, metal,

soiling/cutting Reinforcement etc.comp. with stacking the

material as directed. (Based on Previously approved rate by

up to 0.20 meter thickness (By Manual) SOR - (Jan. 2016)

Rates for work of Drainage / SWD pipe line-4A

0.20 to 0.30 meter (By any type of Breaker Machine or

b 5.00 R.C.C. Cutter machine including cost of operator, fuel, & 177.76 Smt

transportation etc complete.) SOR - (Jan. 2016) Rates for

work of Drainage / SWD pipe line-4B

0.30 meter & above (By any type of Breaker Machine or

c 15.00 R.C.C.Cutter machine including cost of operator, fuel, & 311.08 Smt

transportation etc complete.) SOR - (Jan. 2016) Rates for

work of Drainage / SWD pipe line-4C

Providing and laying cement concrete 1:4:8 (1-

Cement: 4- coarses and 8-hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in (A) Foundation

and Plinth (upto 10 ton). Building SOR 2023-24 Iteam Cod

:05004A Iteam No. As Per NBO 5.3.3

Conveyance of lime murrum building rubbish earth manure

4 0.00 or sludge & execavated rock and rubbish [Lime murrum -

building rubbish]. Up to 5.00 Km lead (Building SOR 2023-

24 Statement No.5 Item No. 030201A1; Page no.6)

Lead up to 1.0 Km. lead

Lead up to 2.0 Km. lead

Lead up to 3.0 Km. lead

Lead up to 4.0 Km. lead

Lead up to 5.0 Km. lead

Providing and laying controlled cement concrete M.200 and

curing complete excluding the cost of formwork and

5 20.00 reinforcement for reinforced concrete work in (A) Foundations, 3977.88 Cmt

footings, Base of columns and Mass concrete(P.56 I.No.05024AA

Building S.O.R.2023-2024)

Signature of Bidder Page 60 of

Ahmedabad Municipal Corporation

Providing and laying controlled cement concrete M.200 and

curing complete excluding the cost of formwork and

6 10.00 reinforcement for reinforced concrete work in (C)

Slabs,landing,shelves,Balconies Lintels, Beams, Girders and

Cantilever upto floor two level.

Providing and laying controlled cement concrete M.200 and

curing complete excluding the cost of formwork and

7 20.00 reinforcement for reinforced concrete work in (D) Columns,

Pillars posts and struts upto floor two level.

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and propping

etc. height of propping and centering below supporting floor to

8 30.00 ceiling not exceeding 4 M. and removal of the same for in situ 192.15 Smt

reinforced concrete and plain concrete work in. (H) (1) Sides and

soffits of Beams Beam Haunchings cantilevers Girders

Bressumers and Lintels not exceeding 1 M. in Depth.

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and propping

etc. height of propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the same for in situ

reinforced concrete and plain concrete work in. (G) Columns

PillarsPosts and struts. (2)Circular or curved in Plan.

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

including bending, binding and placing in position complete

upto floor two level. Building SOR 2023-24, Iteam Code

05014BA, Iteam No. As Per NBO 5.4.11, Page No.

Brick work using common burnt clay building

bricks having crushing strength not less than

11 - 35kg./Sq.Cm.in foundation and plinth in Cement -

Mortar1:6 (1-Cement :6 - fine sand) Building SOR

2023-24 Iteam Cod : 06002BA Iteam No. As Per NBO

10.00 (A) Conventional (upto 10 ton) 3,021.70 Cmt

- B) Modular Cmt 30,217.00-

Providing 15 mm thick cement plaster in single coat on

Rough (Similar) side of single or half brick walls for interior

plastering up to floor two level and finished even and 174.83

smooth in (i) Cement mortar 1:3 (1-cement : 3-sand)

Providing and laying coloured glazed tiles of the size

skirting, risers of steps and dedo on 10 mm thick cement

plaster 1:3 (1-cement: 3-coarse sand) & jointed with white

cement slurry. Building SOR 2023-24 Iteam 14036 AIteam

Finishing wall with Apex Ultima Acrylic paint of " Asian Paint

" on wall surfaces (two coats) to give required even shade

after application of Exterior Primer of Approved Brand &

Manufacturers after thoroughly brushing the surface to

remove all dirt & remains of loose powdered materials.

Providing laying and jointing in true line and level 15 mm

dia. U.P.V.C. Pipe (SCH-40) for cold water including fittings

make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or

equivalent as approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help of clamp at every

two metre C/C or shall be concelled as directed including

necessary fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent, including cost of

all materials. Building SOR 2023-24 Iteam23061 Iteam

Signature of Bidder Page 61 of

Ahmedabad Municipal Corporation

Providing laying and jointing in true line and level 25 mm

dia. U.P.V.C. Pipe (SCH-40) for cold water including fittings

make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or

equivalent as approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help of clamp at every

two metre C/C or shall be concelled as directed including

necessary fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent, including cost of

all materials. Building SOR 2023-24 Iteam23062 Iteam

Barricading the entire break down or excavated area on

rental basis using wooden ballies / M.S.angles at max.

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. (Only for break down work from start to complete)

(Based on Drainage SOR 2015-16) Item No.29

Granite Takti polishing and Finishing with letters Golden

18 5.00 Colour For Pole / Chawl Name. etc.comp.do as per site No.

Providing and fixing M.S. grills of required pattern to

wooden frames of windows etc. with M.S. flats at required

spacings and frame alround, square or round bars with

round headed bolts and nuts or by screws (A) Plain Grill.

Box type metal letters forming composite box made from

1mm thick stainless steel plate of grade 304 having brush

20 15.00 finish of following font size to be fixed at Main Gate in

english and or Gujrati and including fixing charges approved

before fixing by clent / consultant.

A 5.00 400mm high 1000 Nos.

B 65.00 300 mm high 750 Nos.

C 5.00 230 mm high 565 Nos.

Supplying, labour for Mischellinous work like shifting

material, excavation trialpit, and etc work etc. comp. as

directed by Eng.in charge.(Building SOR 2023-24,(Basic rates

for Labour work))

Labour charges - Mazdoor (Male) (Sr. No. 1051 Code L-

Labour charges - Mazdoor (Fe-Male) (Sr. No. 1050 Code

Labour charges - Supervision for Machinery (Sr. No.

Code L-29, Page No.39) 711.00

Seal and Signature of the Bidder Add.city.engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 62 of