Const. R.C.C. Gate at Gheekata area under Muni.Sounsilor and Other Budget in Dariyapur Ward.

Name of work: Btæg Ítul œrhgtvwh Jtuzobtk De ftkxt rJM<thbtk btl.ftWLmejh©e <&t yLg csuxbtk&e

yth.me.me dux cltJJtlt ftb ctc<.

Tender Invited on Behalf of AMC, Central Zone.

Assistant Manager, Central Zone,

Central Zone Zonal Office”, B – Wing,

Third Floor,Sardar Patel Bhavan,

Danapith, Ahmedabad-380001.

Signature of Bidder Page 2 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

Notice inviting Tender

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

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

1 Name of work Btæg Ítul œrhgtvwh Jtuzobtk De ftkxt rJM<thbtk btl.ftWLmejh©e <&t

yLg csuxbtk&e yth.me.me dux cltJJtlt ftb ctc<.

2 Estimated Tender Amount Rs. 9,99,487.44/- excluding of gst) gst will be paid extra by amc /

authority at prevalling rate to The contractor

3 Tender fee Rs.900.00

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

4 Time Limit 12 Months (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. 9995/- (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 5 % of Contract Value to be submitted in the form of (Demand Draft /

pay order / Bank Guarantee in favour of Municipal Commissioner,

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

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

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

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

days beyond Date of completion of work.

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

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

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

charged by AMC.

15 Deductions from Running

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

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

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

deducted from each running bill.

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

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

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

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

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

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

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

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

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

the bid shall be considered non-responsive.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 2 of

Ahmedabad Municipal Corporation

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

TENDER DECLARATION FORM

Dy.City Engineer

Ahmedabad Municipal Corporation,

Name of Work:- Btæg Ítul œrhgtvwh Jtuzobtk De ftkxt rJM<thbtk btl.ftWLmejh©e <&t yLg csuxbtk&e

yth.me.me dux cltJJtlt ftb ctc<.

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

documents of above mentioned project comprising of Notice Inviting tenders, Articles of

Agreement, Scope of work, Definition of terms, notes Instructions/Information to Bidder, Condition

of Contract, special condition of contract, Appendices, Specifications, Bill of Quantities, furnished by

AHMEDABAD MUNICIPAL CORPORATION.

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

specified all in accordance with the specification, designs, drawing and instruction in writing

referred to in the said document and with such materials as mentioned for, at the respective rates

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

of these conditions.

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

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

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

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

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

me/us and take necessary action as deemed fit.

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

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

I/We fail to commence the work specified. Otherwise the Employer shall retain the said sum, as on

account of such Security Deposit as provided for in the aforesaid documents.

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

accordance with conditions in the aforesaid documents.

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

tender, which are received. I / We also understand & agree that Municipal Commissioner Reserves

the right to allot number of tenders to successful bidders at his sole discretion in case if I / We

am/are lowest in more than one tender.

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

date of opening of the tender.

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

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

documents as and when asked and if any discrepancy found in such documents as well as in the

executed Work with respect to Quality/Quantity at any stage of work or even after completion of

work, it will be solely my Responsibility. I am bound to prove originality of all documents submitted

by me and if any Documents found false/fake then Municipal Commissioner/AMC has right to take

any action/penalty/punishment against me.

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

2.0 Source of Funds

Ahmedabad Municipal Corporation has arranged the fund for this project.

3.0 Eligible Bidders

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

in this tender.

3.2 All bidders shall provide Qualification Information and Forms of Bid mentioned in the

Clause-14. An agency that has been engaged by the Employer to provide consulting services

for the preparation or supervision of the works, and any of its affiliates, shall not be eligible

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

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

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

4.0 Qualification of the Bidder

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

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

5.0 DISQUALIFICATION

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

be disqualified if they have,

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

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

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

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

debarring from AMC work etc.

• Tampered the bid document in any manner.

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

purpose of restricting competition.

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

advisors in any manner whatsoever.

• Proposal not submitted in accordance with this tender.

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

commercial terms.

• The bidder qualifies the proposal with his own conditions.

• Proposal is received after due date and time.

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

Signature of Bidder Page 5 of

Ahmedabad Municipal Corporation

• 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 Money Deposit.

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

Translation in case of other language adopted for tender preparation.

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

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

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

• Any condition which affect the cost.

• If it is joint venture.

5.1 Debarment / Black listing

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

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

period to be decided by the Employer.

6.0 Cost of Bidding

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

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

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

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

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

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

Site shall be at the Bidder's own expense.

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

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

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

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

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

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

requirements. No claim shall be entertained for the same.

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

no claim shall be entertained for the same.

B. BIDDING DOCUMENTS

9.0 Content of Bidding Documents

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

1. Notice inviting e-Tender

2. Special conditions of Contract

3. Instructions to Bidders

4. Qualification Information

5. Conditions of Contract

6. Technical Specifications

7. Forms of Bid

8. Bill of Quantities

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

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

Signature of Bidder Page 6 of

Ahmedabad Municipal Corporation

comply with the requirements of bid documents shall be at the bidder’s own risk. Bids which

are not substantially responsive to the requirements of the bid documents shall be rejected.

10.0 Amendment of Bidding Documents

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

documents by issuing addendum.

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

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

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

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

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

for submission of bids.

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

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

C PREPARATION OF BIDS

11.0 Language of the Bid

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

12.0 Documents comprising bid

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

• Technical Bid

• Financial Bid

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

along with bid:

• 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.

Signature of Bidder Page 7 of

Ahmedabad Municipal Corporation

14.0 Currencies of Bid and Payment

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

15.0 Bid Validity

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

shorter period shall be rejected by the Employer as non-responsive.

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

request that the bidders may extend the period of validity for a specified additional period.

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

refuse the request without forfeiting his bid security. A bidder agreeing to the request will

not be required or permitted to modify his bid, but will be required to extend the validity of

his bid security for a period of the extension.

16.0 Earnest Money / Bid Security

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

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

Commissioner, Ahmedabad valid for 120 days.

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

Signature of Bidder Page 8 of

Ahmedabad Municipal Corporation

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-responsive.

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

non-responsive.

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

returned as promptly as possible.

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

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

and signed the agreement.

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

Agreement and furnished the required security deposit.

16.7 The Bid Security shall be forfeited,

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

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

(i) sign the Agreement; or

(ii) Furnish the required security deposit.

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

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

bank guarantee shall be of Ahmedabad City only.

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

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

of Indian Union, where executed.

16.10 The executing officers of the bank Guarantee for Earnest Money Bid Security shall clearly

indicate in (block letters) his name, designation, Power of Attorney No. / Signing Power No.

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

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

aforesaid under the seal of the Bank.

D. SUBMISSION OF BIDS

17.0 Sealing and Marking of Bids

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

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

shall be marked as follows:-

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

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

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

address, contact details & name of the work.

17.2 The inner and outer envelopes

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

Assistant Manager- Central Zone,

Signature of Bidder Page 10 of

Ahmedabad Municipal Corporation

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

Danapith, Ahmedabad-380001.

c) Bear the following identification:

Indicate the name and address of the bidder.

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

responsibility for the misplacement or premature opening of the bid.

18.0 DEADLINE FOR SUBMISSION OF THE BID

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

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

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

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

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

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

following address:

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

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

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

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

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

connection or any other technical reason.

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

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

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

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

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

returned unopened to the bidder.

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

unopened to the bidder.

20.0 NOTIFICATION OF AWARD & SIGNING OF AGREEMENT

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

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

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

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

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

Contractor as prescribed by the Contract (hereinafter and in the Contract called the

“Contract Price”).

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

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

The agreement will incorporate all correspondences between the Employer and the

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

21.0 SIGNING OF CONTRACT AGREEMENT

Signature of Bidder Page 11 of

Ahmedabad Municipal Corporation

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

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

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

signing the Agreement with the Employer.

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

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

Money Deposit / Bid Security.

22.0 SECURITY DEPOSIT

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

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

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

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

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

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

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

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

submission or discontinuity of the bank guarantee.

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

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

paper and for correct value of contract.

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

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

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

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

terms and conditions of the tender.

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

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

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

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

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

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

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

required to be extended/renewed, the Contractor shall get the validity periods of such

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

before the expiry date of the aforesaid Guarantees originally furnished failing which the

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

deficit in securities on any account as might occur or is noticed, the Contractor shall

forthwith recoup/replace the same with acceptable Security Deposit.

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

contract are not completed in all respects.

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

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

Signature of Bidder Page 12 of

Ahmedabad Municipal Corporation

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

Deposit as stated above.

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

Employer’s office within 15 days of LOA.

23.0 Advance Payment and Security

The Employer will not provide any advance payment.

24.0 Dispute Review Expert

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

final and binding to the bidder.

25.0 LITIGATION HISTORY

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

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

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

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

actions shall be taken against the bidder.

DETAILS OF COMPLETED / ONGOING LITIGATION / ARBITRATION

Employer Value of the Reasons/Details for Remarks showing

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

 The bidder shall furnish separate table for individual project.

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

shall be treat as null and void.

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

of a joint venture may result in disqualification for proposed work.

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

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

appropriate actions shall be taken against the bidder.

Seal and Signature of the Bidder Additional 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 Damages.

1.2 Conditions mentioned in the AMC Finance Department Circular AMC no. 18 Date:

23/05/2017 and all latest Circulars shall be applicable.

2.0 Retention Money

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

money shall be released in the final bill of the said work. AMC reserves right to deduct any

amount to compensate the poor performance of the contractor i.e. poor quality or

abandoned / incomplete work.

3.0 Subcontracting

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

portion of Work without the approval of the Employer’s Representative. Any subcontracting

shall not relieve the Contractor from any contractual obligations or responsibility under the

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

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

in the contract or supply of material or engagement of labour.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

account whatsoever shall be entertained. All Basic amenities shall be provided by the

Contractor to Labours as per the prevailing labour Laws.

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

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

safety is avoided all the time in respect of,

Safety of the works

Signature of Bidder Page 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

• 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

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

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

Signature of Bidder Page 15 of

Ahmedabad Municipal Corporation

7.0 Clearance of site on completion:

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

rubbish, temporary works of every kind.

A. COST CONTROL

8.0 Bill of Quantities

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

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

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

paid only quantities calculated after taking measurements of executed work. The rate

stated in the schedule B for each item of work shall apply. The works shall be measured

by the Contractor jointly with the authorized representative of the Engineer and all

particulars required by the representative of the Engineer shall be supplied by the

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

 Omit any such work,

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

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

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

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

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

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

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

attributable to such default shall be borne by the Contractor.

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

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

contract schedule B.

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

in the same order of priority.

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

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

Engineer-in-charge.

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

quantity variation.

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

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

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

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

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

the documents forming the Contract shall be as follows:

Signature of Bidder Page 16 of

Ahmedabad Municipal Corporation

(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

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

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

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

equipment, the cost of all temporary and incidental works, the overheads and the

Contractors profit.

 The overheads shall be taken at 5 % of the sum of material costs, the labour costs,

the cost of use of all plant, machinery, and equipment, the cost of all temporary and

incidental works.

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

be taken at 10 % of the final rate derived.

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

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

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

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

the Employer, the Contractor, and the Engineer.

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

avoided by giving early warning.

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

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

Employer shall pay the Contractor the amounts certified by the Engineer.

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

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

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

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

Signature of Bidder Page 17 of

Ahmedabad Municipal Corporation

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

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

decree, whether by himself or by his employees or his authorized representatives. Nothing

extra shall be payable on these accounts.

13.0 Labour Welfare Cess

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

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

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

14.0 Currencies

All payments shall be made in Indian Rupees.

15.0 Advance Payment

No Advance Payment shall be made.

16.0 Cost of Repairs

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

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

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

B. FINISHING THE CONTRACT

17.0 Completion

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

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

18.0 Termination

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

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

(b) Without reasonable excuse fails –

1. To commence the works on site within the period stated in the Appendix to Bid

after receipt by him of a Notice to this effect from the Engineer/Employer after

signing the agreement or

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

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

after having received.

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

continue performance of his obligation under the contract.

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

permission of the engineer.

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

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

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

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

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

of these acts of event.

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

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

Signature of Bidder Page 18 of

Ahmedabad Municipal Corporation

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

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

Employer, under the contract or otherwise.

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

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

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

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

fundamental breach of the Contract.

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

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

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

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

a reconstruction or amalgamation;

(c) The contractor fails to fulfill requirements;

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

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

time determined by 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

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

practices in competing for or in the executing the Contract.

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

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

the procurement process or in contract execution. “Fraudulent practice” means a

misrepresentation of facts in order to influence a procurement process or the execution

of a contract to the detriment of the Borrower, and includes collusive practice among

Bidders (prior to or after bid submission) designed to establish bid prices at artificial

non-competitive levels and to deprive the Borrower of the benefits of free and open

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

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

fundamental or not.

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

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

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

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

19.0 Contractor's own responsibility

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

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

dimensions, and alignment of all parts of the structures as per instructions given to him. If at

any time any error shall appear during the progress of any part of the work, the contractor

shall at his own expense rectify such error if called upon to the satisfaction of the Engineer in

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

Signature of Bidder Page 19 of

Ahmedabad Municipal Corporation

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

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

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

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

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

abstracts, etc.

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

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

included by the Contractor.

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

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

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

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

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

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

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

other contract account whatsoever.

21.0 Materials obtain from dismantling

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

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

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

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

22.0 Dispute to be referred to Arbitrator

The disputes relating to this contract, so far as they relate to any of the following matters,

whether such disputes arise during the progress of the work or after the completion or

abandonment thereof, shall be referred an independent Arbitrator appointed by AMC as far

possible in consultation with the agency if it is necessary and such disputes shall be settled

in accordance with the arbitration and conciliation Act.

(i) The rates of payment under clause 5 for any tools, materials and stores, in or upon

the works of the site thereof or belonging to the contractor or procured by him and

intended to be used for execution of the work or any part thereof possession of

which may have been taken by the Engineer-in-charge under the said clause –5.

(ii) The reduction in rates made by the Engineer-in-charge under clause 9 from the

items of works not accepted as completed fully in accordance with the sanctioned

specifications.

(iii) The rate of part of payment for any class of work which is included in the additional

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

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

under the said clause

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

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

15 and/or amount of compensation payable to the contractor under the said clause

for loss in respect of such materials.

(v) The amount of compensation which the contractor shall be liable to pay under

clause 17 in the event of this failure to rectify, remove or reconstruct the work

within the period specified in the written intimation or the amount of expenses

incurred by the Engineer-in-charge under the said clause17 in rectifying, removing

Signature of Bidder Page 20 of

Ahmedabad Municipal Corporation

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

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

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

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

and assessed under 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

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

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

work is situated.

The reference to arbitration proceeding under this clause shall not:

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

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

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

the execution of the work or any part thereof.

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

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

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

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

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

23.0 Drawings and Photographs of the Works

23.1 The contractor shall do photography/ videography of the site as and when asked by AMC.

No separate payment will be made to the contractor for this. . The contractor shall have to

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

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

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

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

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

circulated without the approval of the Engineer in writing.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 21 of

Ahmedabad Municipal Corporation

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Signature of Bidder Page 22 of

Ahmedabad Municipal Corporation

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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

Signature of Bidder Page 23 of

Ahmedabad Municipal Corporation

ftgoJtne yt ykdu &R NfNu lrn. xuLzh bkswh &gtltu y&o ftb ytve >uJtLþk Au <uJtu &R

NfNu lrn.Nh<e xuLzh MJefthJtbtk ytJNu lne.

(9) rJmkdr< ylu rnmtc stud:

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

Cwjawf leault rlgbtu ylwmth mhCh fhJtbtk ytJNu.

(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 ytJNu.

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

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

(10) y:- ftbltu «tud{um 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 ytJNu lrnk.

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

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

fhtJJtle hnuNu. rm¾gtuhexe zevtuÍex btuze ChJtlt rfMmtbtk Bgwrl.ftuvtuohuNlbtk

«Joðbtl rlgb ylwmth ftgoJtne fhJtbtk ytJNu.

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

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

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

(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

Signature of Bidder Page 24 of

Ahmedabad Municipal Corporation

sJtc>thebtk&e Axfe NfNu lnek. m>h ftbbtk ftuR vK ò<lt ctk^ftblt bxehegj Wvh

CtJ J^thtu ytvJtbtk ytJNu lrnk.

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

ytJNu. <&t Bgwrl. frb§h©e/mexe Rsluh©e lt su <u JF<ltk mh¾gwjh «btKu

ftbdehe/ybj fhJt rcl Nh<e ckDlf<ot hnuNu.

f:- ftuLx[t¾xhlt >huf hlekd cejbtk&e ftuLx[t¾xhlu awfJJtle &<e fwj hfb Wvh (xuLzh

bwsclwk vubuLx + yu¾x[t ytRxb) 2 % juFu hexulNl ble ftvJtbtk ytJNu su VtRlj

cejbtk vh< ytvJtbtk ytJNu.

z:- htsg / fuL÷ mhfth©elt JF<tuJF<lt ftg>t bwsc su ftuR hfble fvt< fhJtle &Nu <u

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

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

ftblu jtdw vzNu.

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

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

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

(yu) yufb ylu f>:-

(2) xuLzh VtuboLþk CtJvºtf

(3) MvuNeVefuNl

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

(2) xuLzh Vtubole yLþMþra-ce

(3) MvuNeVefuNl

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

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

bwsc fhJtbkt ytJuj rlKog ykr<b dKJtbkt ytJNu.

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

fhJe ylu Rsluh Rlatsuo Ãjtl <&t MvuNeVefuNlle ûtr<ytu mw^thJe <&t <ulwk mtawk

y&oDxl fhtJJwk.

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

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

c^u NY fhJw vzNu.

Signature of Bidder Page 25 of

Ahmedabad Municipal Corporation

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

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

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

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

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

Dme l vzu <u btxu mjtb<elt vdjt (suJt fu >tuhzwk ctk^e bswh Ftztbtk W<thJt, mtuhekd

ylu Mx[xekd fhJt rJduhu) je^t Jdh bsqhlu Ftztbtk W<thNu <tu ftuLx[tfxh s vtujem

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

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

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

fhtJJtlt hnuNu. bxehegÕm jtJJt fu jR sJtltu mkvwKo Fao ftuLx[tfxhu CtudJJtltu

(18) M&¤ vrhrM&r< / sYhegt< bwsc ftb fhtJ<t xuLzhlt ytRxblt sÚ&tbtk J^ ^x &tg

<tu rlgb ylwmth <u ykdu ftb fhJt ftuLx[tfxh ck^tgujt Au.

(19) mtRx vh jtJJtbtk ytJuj btj mtbtl hesufx fhJtbt ytJu <tu <whk< r>l 1btk vh< jR

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

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

ve.yuV/juch yufx <&t bswhtu <&t MxtVle Jebt vtujeme jElu <ult ftg>tlw vtjl

fhJtlwk hnuNu <&t yt ykdu Bgwrl.ftuvtuohuNl îtht su btne<e btkdJtbtk ytJu <u ytvJtle

hnuNu. bu.BGþrl.frbNlh©elt mh¾âwjh Bþsc sYhe ctknu^he vºtf ytvJtLþk hnuNu.

(21) ftuRvK ftg>tfeg jexeduNl yb>tJt> Nnuhle ftuxobt hnuNu.

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

W<thJtltu <ubs dtuXJJtltu hnuNu.

(23) ftuR vK mhfthe fhJuht ChJtle <btb sJtc>the ftuLx[tfxhle hnuNu.

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

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

Bgwrl.ftuvtuohuNlt rlgbtulw vtjl fhJtlw hnuNu.

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

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

«Joðbtl rlgb ylwmth J^thtle ytRxblt CtJ lffe fhJtbtk ytJNu ylu <u bwsc

awkfJKe fhJtbtk ytJNu.

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

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

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

(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.

Signature of Bidder Page 26 of

Ahmedabad Municipal Corporation

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

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

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

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

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

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

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

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

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

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

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

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

J^the ytvJtbtk ytJNu.

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

VhSgt< ytvJtlt hnuNu.

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

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

buLgwyj M¾{uJSkd ykdule btdoœrNoft lwk vtjl fhJwk.

(34) 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

yufhthlwk Vtubo

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

M&¤le bwjtft< je^e Au ylu ftblu jd<t btjmtbtl, bswhe ylu ceS

ctc<tulu jd<e M&trlf vrhrM&r<le ò<-btne<e bu¤Je Au.

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

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

fhJt mkb< Awk/Aeyu.

Signature of Bidder Page 27 of

Ahmedabad Municipal Corporation

ftuLx[tfxhle mne ylu rmfft

TECHNICAL SPECIFICATIONS:

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

ITEM NO .01 DEMOLITION INCLUDING STACKING OF SERVICEABLE MATERIALS AND DISPOSAL OR UNSERVICEABLE MATERIALS

WITH ALL LEADS AND LIFTS (I ) RCC W ORK

1.0. WORKMANSHIP :

1.1. T HE DEMOLITION SHALL CONSIST OF DEMOLITION OF ONE OR MORE PARTS OF THE BUILDING AS SPECIFIED OR SHOWN IN

THE DRAWINGS . D EMOLITION IMPLIES TAKING UP OR DOWN OR BREAKING UP. THIS SHALL CONSIST OF DEMOLISHING WHOLE

OR PART OF WORK INCLUDING ALL RELEVANT ITEM AS SPECIFIED OR SHOWN IN THE DRAWINGS .

1.2. THE DEMOLITION SHALL ALWAYS BE PLANNED BEFORE HAND AND SHALL BE DONE IN REVERSE ORDER OF THE ONE IN

WHICH THE STRUCTURE WAS CONSTRUCTED . T HIS SCHEME SHALL BE GOT APPROVED FROM THE E NGINEER- IN -CHARGE

BEFORE STARTING THE WORK . THIS HOWEVER WILL NOT ABSOLVE THE C ONTRACTOR FROM THE RESPONSIBILITY OF PROPER

AND SAFE DEMOLITION .

1.3. NECESSARY DROPPING, SHORING AND UNDER PINNING SHALL BE PROVIDED FOR THE SAFETY OF THE ADJOINING WORK OR

PROPERTY , WHICH IS TO BE LEFT INTACT , BEFORE DISMENTALING AND DEMOLISHING IS TAKEN UP AND THE WORK SHALL BE

CARRIED OUT IN SUCH A WAY THAT NO DAMAGES IS CAUSED TO THE ADJOINING PROPERTY .

1.4. WHEREVER REQUIRED , TEMPORARY ENCLOSURES OR PARTITIONS SHALL ALSO BE PROVIDER. NECESSARY PRECAUTIONS

SHALL BE TAKEN TO KEEP THE DUST NUISANCE DOWN AS AND WHERE NECESSARY .

1.5. DISMANTALING SHALL BE COMMENCED IN A SYSTEMATIC MANNER. ALL MATERIALS WHICH ARE LIKELY TO BE DAMAGED

BY DROPPING FROM A HEIGHT OR DEMOLISHING ROOF , MASONRY ETC . SHALL BE CAREFULLY DISMANTLED FIRST . THE

DISMANTLED ARTICLES SHALL BE PROPERLY STACKED AS DIRECTED.

1.6. AH MATERIALS OBTAINED FROM DEMOLITION SHALL BE THE PROPERTY O . GOVERNMENT UNLESS OTHERWISE SPECIFIED

AND SHALL BE KEPT IN SAFE CUSTODY UN TILL HANDED OVER TO THE ENGINEER -IN -CHARGE .

1.7. ANY SERVICEABLE MATERIALS, OBTAINED DURING DISMANTLING OR DEMOLITION SHALL BE SEPARATED OUT AND STACKED

PROPERLY AS DIRECTED, WITH ALL LEAD AND LIFT . A LL UNSERVICEABLE MATERIALS , RUBBISH ETC . SHALL BE SLACKED AS

DIRECTED BY THE ENGINEER -IN - CHARGE .

1.8. O N COMPLETION OF WORK , THE SITE SHALL BE CLEARED OF ALL DEBRIS RUBBISH AND CLEANED AS DIRECTED.

Signature of Bidder Page 28 of

Ahmedabad Municipal Corporation

2.0. MODE OF MEASUREMENTS & PAYMENT:

2.1. M EASUREMENTS OF ALL WORK EXCEPT HIDDEN WORK SHALL BE TAKEN BEFORE DEMOLITION OR DISMANTALING AND NO

ALLOWANCE FOR INCREASE IN BULK SHALL BE ALLOWED . T HE DEMOLITION OF LIME CONCRETE SHALL BE MEASURED UNDER

THIS ITEM. SPECIFICATION FOR DEDUCTION FOR VOIDS , OPENINGS ETC . SHALL BE ON SAME BASIS AS THAT EMPLOYED FOR

CONSTRUCTION OF WORK .

2.2. A LL WORK SHALL BE MEASURED IN DECIMAL SYSTEM AS FIXED IN ITS PLACE SUBJECT TO THE FOLLOWING LIMITS, UNLESS

OTHERWISE SLATED HEREINAFTER:

( A) DIMENSIONS SHALL BE MEASURED TO THE NEAREST 0.01 MT.

( B) AREA SHALL BE WORKED OUT TO THE NEAREST 0.01 SQ. ML.

( C) C UBICAL CONNECTION SHALL BE WORKED OUT TO THE NEAREST 0.01 C U. M.

2.3. T HE RATE SHALL INCLUDE COST OF ALL LABOUR INVOLVED AND TOOLS USED IN DEMOLISHING AND DISMANTLING

INCLUDING SCAFFOLDING . THE RATE SHALL ALSO INCLUDE THE CHARGES FAR SEPARATING OUT AND STACKING THE

SERVICEABLE MATERIALS PROPERLY AND DISPOSING THE UNSERVICEABLE MATERIALS WITH ALL LEAD AND LIFT . T HE RATE ALSO

INCLUDES FOR TEMPORARY STORING FOR THE SAFETY OF THE PORTION NOT REQUIRED TO BE PULLED DOWN OR OF ADJOINING

PROPERTY AND PROVIDING TEMPORARY ENCLOSURES OR PARTITIONS WHERE CONSIDERED NECESSARY . T HE RATE EXCLUDES

SCRAPING STRAIGHTENING OF REINFORCEMENT BUT INCLUDES CUTTING OF REINFORCEMENT .

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

ITEM NO .02 DEMOLITION OF BRICK WORK AND STONE MASONRY INCLUDING STACKING OF SERVICEABLE MATERIALS AND

DISPOSAL OF UNSERVICEABLE MATERIALS WITH ALL LEADS AND LIFTS : IN CEMENT MORTAR.

1.0.W ORKMANSHIP :

THE RELEVANT SPECIFICATIONS OF ITEM NO . 20.1 (I) SHALL BE FOLLOWED EXCEPT DEMOLITION OF BRICK OR STONE

MASONRY IN CEMENT MORTAR IS TO BE DONE :

2.0. MODE OF MEASUREMENTS & PAYMENT:

2.1. T HE RELEVANT SPECIFICATIONS OF ITEM NO . 20.11 (II) SHALL BE FOLLOWED. THE UNSERVICEABLE MATERIALS SHALL BE

STACKED AS DIRECTED BY ENGINEER - IN -CHARGE WITH ALL LEADS AND LIFTS .

ITEM NO .03 DISMENTLING DOORS , WINDOWS , VENTILATORS ETC. (WOOD OR STEEL ) SHUTTERS INCLUDING CHOWKHATS

ARCHITRAVES , HOLD FASTS AND OTHER ATTACHMENTS ETC. COMPLETE AND STACKING THEM WITHIN AIL LEAD & LIFTS , NOT

EXCEEDING 3 SQ . M. IN AREA.

1.0. WORKMANSHIP :

1.1. T HE RELEVANT SPECIFICATIONS OF ITEM NO. 20.1 (I) SHALL BE FOLLOWED EXCEPT THAT THE DOORS, WINDOWS,

VENTILATORS ETC . ( WOOD OR STEEL) SHUTTERS INCLUDING CHOWKHATS , ARCHITRAVES , HOLDFASTS AND OTHER

ATTACHMENTS ETC. ARE TO BE DISMENTLED.

2.0. MODE OF MEASUREMENTS & PAYMENT:

2.1. T HE RELEVANT SPECIFICATIONS OF ITEM NO. 20.1 (I) SHALL BE FOLLOWED.

2.2. T HE DOORS, WINDOWS, VENTILATORS ETC . NOT EXCEEDING 3 SQ. ML. IN AREA ( EACH) INCLUDING SHUTTERS AND

CHOWKHATS, A RCHITRAVE , HOLDFASTS AND OTHER ATTACHMENT TO GRAMES ETC . WILL BE DISMANTLED AND MEASURED

UNDER THIS ITEM .

2.3. T HE RATE INCLUDES STACKING SERVICEABLE MATERIALS AS AND WHERE DIRECTED WITH ALL LEADS AND LIFTS.

2.4. T HE RATE SHALL BE FOR A UNIT OF ONE NUMBER.

Signature of Bidder Page 29 of

Ahmedabad Municipal Corporation

ITEM NO .04 DEMOLITION OF 20/15 MM THICK P LASTER INCLUDING STACKING OF SERVICEABLE MATERIALS AND DISPOSAL

OF UNSERVICEABLE MATERIALS WITH ALL LEADS AND LIFTS .

DEMOLITION OF 20/15 MM THICK PLASTER INCLUDING STACKING OF SERVICEABLE MATERIALS AND DISPOSAL OF

UNSERVICEABLE MATERIALS WITH ALL LEADS AND LIFTS .

THE RATE SHALL BE FOR A UNIT OF SQUARE METER.

Item No. 5: Dismentaling of sheet roofing including ridges, Hips, Valleys, Gutters etc. stacking of

serviceable materilas and disposal of unserviceable materials with all lead and lift.(i) G.I.sheet

Dismentaling of sheet roofing including ridges, Hips, Valleys, Gutters etc. stacking of

serviceable materilas and disposal of unserviceable materials with all lead and lift.(i)

G.I.sheet roofing.

Mode of measurements & payment :

The rate shall be for a unit of one square metre.

ITEM NO.06 : P ROVIDING AND LAYING CONTROLLED CEMENT CONCRETE M-200 AND CURING COMPLETE, EXCLUDING THE

COST OF FORM WORK AND REINFORCEMENT FOR REINFORCED CONCRETE WORK IN :

(A) FOUNDATIONS , FOOTINGS, BASE OF COLUMNS , AND MASS CONCRETE .

(B) WALLS FROM TOP OF FOUNDATIONS/LEVEL UP TO FLOOR TWO LEVEL.

(C) SLABS , LANDING SHELVES , BALCONIES, LINTELS, BEAMS, GIRDERS, AND

CANTILEVER, UP TO FLOOR TWO LEVEL .

(D) COLUMNS , PILLARS, POSTS, AND STRUTS, UP TO FLOOR TWO LEVEL.

(E) S TAIRCASE UP TO FLOOR TWO LEVEL .

(K) VERTICAL AND HORIZONTAL FINS UP TO FLOOR TWO LEVEL .

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

SECTION . NO. 5.8.2, PAGE NO .

ITEM NO.07 : B RICK WORK USING COMMON BURNT CLAY BUILDING BRICKS HAVING CRUSHING STRENGTH NOT LESS THAN

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

(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,

SECTION . NO. 6.13, PAGE NO .

Item No 08 :Providign thermo Mechanically treated bars (RNT EARS) confirming to IS 1786/FC 415 for R.C.C

works includings bendings, binding and placing in position complete upto floor two level.

Signature of Bidder Page 30 of

Ahmedabad Municipal Corporation

The work shall consist of furnishing and placing reinforcement to the shape and dimensions

shows as on the drawings or as directed. Steel shall be clean and free from rust and loose mill

scale at the time of fixing in position and subsequent concreting. Reinforcing steel shall

conform accurately to the dimensions given in the bar bending schedules shown on relevant

drawings. Bars shall be bent cold to specified shape and dimensions or as directed using a

proper bar bender, operated by hand or power to attain proper radius of bends. Bars shall not

be bent or straightened in a manner that will injure the material. Bars bent during transport or

handling shall be straightened before being used on the work. They shall not be heated to

facilitate bending. Unless otherwise specified, a ‘U’ type hook at the end of each bar shall

invariably be provided to main reinforcement. The radius of the bend shall not be less than

twice the diameter of the round bar and the length of straight part of the bar beyond the end

of the curve shall be at least four times the diameter of the round bar. In case of bars, which

are not round, and in case of deformed bars, the diameter shall be taken as the diameter of

circle having an equivalent effective area. The hooks shall be suitably encased to prevent any

splitting of the concrete. All the reinforcement bars shall be accurately placed in exact

position shown on the drawing and shall be securely held in position during, metal hangers,

supporting wires or other approved devices at sufficiently close intervals,. Bars shall not be

allowed to sag between supports nor displaced during concreting or any other operations of

the work. All devices used for positioning shall be of non-corrodible material. Wooden and

metal supports shall no extend to the surface of concrete, except where shown on drawings.

Placing of broken stone or brick and wooden blocks shall not be allowed. Pieces of broken

stone or brick and wooden blocks shall not be used. Spacer bars, precast mortar blocks or

other approved devices, shall separate layers of bars. 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 prevent reinforcement from corrosion, concrete cover shall be provided as

indicated on drawings. All the bars producing from concrete and to which other bars are to be

spliced and which are likely to be exposed for a period exceeding 10 days shall be protected

by a thick coast of neat cement grout. Bars crossing each other where required shall be

secured by binding wires (annealed) of size not less than 1 mm in such 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 directed. When practicable, overlapping bars shall not touch each other,

but be kept apart by 25 mm or 1.25 mm times the maximum size of the coarse aggregate

whichever is greater by concrete between them. Where not feasible, overlapping bars shall be

bound with annealed wires not less than 1 mm thick twisted tight. The overlaps shall be

staggered for different bears and located at points along the span where neither shear nor

bending movement is maximum. Whenever indicated on the drawings or desired by the

Engineer-in-charge, bars shall be joined by couplings, which shall have a cross-section

sufficient to transits the full stresses of bars. The ends of the bars that are joined by coupling

shall be upset for sufficient length so that the effective cross section at the base of threads is

not less than normal cross-section of the bar. Threads shall be standard threads. Steel for

coupling shall conform to I.S. 226 When permitted or specified on the drawings, joints of

reinforcement bars shall be butt-welded so as to transmit their full stresses. Welded joints

shall preferably be located at points when 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 20 percent of the rods are welded. Only electric are welding using a process which

excludes air from the molten metal and conforms to any or all other special provisions for the

work shall be accepted. Suitable means shall be provided for holding bars securely in position

during welding. It shall be ensured that no voids are left in welding and when welding is done

in two or three stages, previous surface shall be cleaned properly. Ends of the bars shall be

Signature of Bidder Page 31 of

Ahmedabad Municipal Corporation

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

competent welders shall be employed on the work. the M.S. electrodes used for welding shall

conform to I.S. 814. Welded pieces of reinforcement shall be tested. Specimen shall be taken

from the actual site and their number and frequency of test shall be as directed.

Mode of measurement and payment :

For the purpose of calculation consumption, wastage shall not be permitted beyond 5 percent

Excess consumption over 5 % will be charged at penal rate Reinforcement shall be measured

in length including overlaps, separately for different diameters as actually used in the works.

Where welding or coupling is resorted to in place of lap joints such joints shall be measured

for a pimento as equivalent length of overlap as per design requirement. From the length so

measured, the weight of reinforcement shall be calculated in tones on the same basic of as

per M-18 even though steel is supplied to the contractor by the department on actual weight

Length shall include hooks at the ends. Wastage and annealed steel wire for binding shall not

be measured and the cost of these items shall be deemed to be included in the rate for

The rate shall be for a unit One Kg.

ITEM NO.09 : P ROVIDING FORM WORK IN ORDINARY TIMBER PLANKING SO AS TO GIVE A ROUGH FINISH INCLUDING

CENTERING, SHUTTERING, STRUTTING AND PROPPING ETC. HEIGHT OF PROPPING AND CENTERING BELOW SUPPORTING

FLOOR TO CELLING NOT EXCEEDING 4 M & REMOVAL OF THE SAME FOR IN SITU REINFORCED OR PLAIN CONCRETE WORK IN

(A) FOUNDATION , FOOTINGS, BASES OF COLUMNS ETC. AND MASS CONCRETE.

(B) FLAT SURFACE SUCH AS SOFFITS OF SLABS, LANDING AND THE LIKE

(1) FLOORS ETC. UPTO 200 MM IN THICKNESS.

(2) FLOORS ETC. ABOVE 200 MM IN THICKNESS.

(C) VERTICAL SURFACES SUCH AS WALLS (ANY THICKNESS) PARTITIONS .

(G) C OLUMNS, PILLARS , POSTS & STRUTS.

(1) SQUARE , RECTANGULAR, POLYGONAL IN PLAN

(2) CIRCULAR OR CURVED IN PLAN .

(H) (1) SIDES AND SOFFITS OF BEAM, HAUNCHINGS CANTILEVERS , GIRDERS , BRESSUMERS AND LINTELS NOT

EXCEEDING 1 M IN DEPTH.

(H) (2) SIDES AND SOFFITS OF BEAM, HAUNCHINGS CANTILEVERS, GIRDERS , BRESSUMERS AND LINTELS

EXCEEDING 1 M IN DEPTH.

(I) EDGES OF SLABS & BRACKETS IN FLOORS & WALLS

(L) CHULLAH HOOPS , WEATHER SHEDS, CHHAJAS , CARBELS ETC INCLUDING EDGES.

(M) STAIRCASE WITH-SLOPING OR STEPPED SOFFITS INCL. RISERS & STRINGS EXCLUDING LANDING.

(Q) VERTICAL FINS AND VERTICAL SUN BREAKERS.

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

SECTION . NO. 9.1, PAGE NO .

Signature of Bidder Page 32 of

Ahmedabad Municipal Corporation

SECTION . NO. 9.1(B), PAGE NO .

ITEM NO . 10 : P ROVDG. 15 MM. THICK CEMENT P LASTER IN SINGLE COAT ON FAIR SIDE OF B RICK CONCRETE WALLS

FOR INTERIOR PLASTERING UPTO FLOOR FOUR LEVEL AND FINISHED EVEN AND SMOOTH / MALA P LASTER IN CM 1:4

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 . I N 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 TO WALLS .

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. T HE SURFACES OF THESE

GAUGES SHALL BE TRULY INPLANE OF THE FINISHED PLASTERED SURFACE. T HE 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. A LL 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 REQUIRED.

CEMENT PLASTER SHALL BE USED WITHIN HALF AN HOUR AFTER ADDITION OF WATER . ANY 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 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 . M OISTENING 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 WET.

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 .

Signature of Bidder Page 33 of

Ahmedabad Municipal Corporation

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. D EPTH OF COVER OF CORNICES IF ANY SHALL BE DEDUCTED.

SOFFITS OF STAIRS SHALL BE MEASURED AS PLASTERING ON CEILINGS, FLOWING SOFFITS SHALL BE

MEASURED SEPARATELY.

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 OPENINGS .

WHEN BOTH FACES OF ALL WALL ARE PLASTERED WITH SAME PLASTER , DEDUCTION SHALL BE MADE FOR

(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. WHERE 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.

THIS WORK IS ONLY OF PROVIDING SMOOTH CEMENT FINISH WITH FLOATING COAT OF NEAT CEMENT

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 PLASTIC.

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 JUNCTIONS.

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.

ITEM NO .11 20 MM THICK SAND FACED CEMENT PLASTER ON WALLS UP TO HEIGHT 10 METRES ABOVE GROUND LEVEL

CONSISTING OF 12 MM THICK BACKING COAT OF C.M.1:3(1-CEMENT :3-SAND) AND 8 MM THICK FINISHING COAT OF C.M.

1:1 (1-CEMENT : 1-SAND) ETC. COMPLETE.

20MM THICK SAND FACED CEMENT PLASTER ON WALLS UP TO HEIGHT 10 METRES ABOVE GROUND LEVEL

CONSISTING OF 12 MM THICK BACKING COAT OF C.M.1:3(1- CEMENT:3- SAND) AND 8 MM THICK FINISHING

COAT OF C.M. 1:1 (1- CEMENT : 1-SAND) ETC. COMPLETE.

WORK SHOULD BE DONE AS PER INSTRUCTION OF ENGG . IN CHARGE.

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

Signature of Bidder Page 34 of

Ahmedabad Municipal Corporation

ITEM NO .12 P ROVIDING AND LAYING WHITE/ COLOUR GLAZED TILES 5 MM. THICK IN SKIRTING, RISERS OF STEPS AND DEDO

ON 10 MM . THICK CEMENT PLASTER 1:3 (1 CEMENT : 3 COARSE SAND ) AND JOINTED WITH WHITE CEMENT SLURRY

W ATER SHALL CONFORM TO M –1 CEMENT MORTAR SHALL CONFORM TO M-11 WHITE GLAZED TILES SHALL CONFORM TO M-

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 . T HE

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.

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 . T HE SKIRTING SHALL BE DONE ONLY AFTER

THE FLOORING IS COMPLETED . A NY 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 . T ILES 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 . T HE SKIRTING

SHALL PROJECT UNIFORMLY AND NOT MORE THAN 6 MM. THICKNESS BEYOND THE FINISHED SURFACE ABOVE . T OP 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 .

C URING SHALL BE DONE FOR 7 DAYS CONTINUOUSLY.

SKIRTING AND DEDO SHALL BE HAND POLISHED TO HAVE AN EVEN SMOOTH AND SHINING SURFACE. I N CASE OF SKIRTING ONLY

10 MM. X 10 MM. GROVE SHALL BE PROVIDED AT THE JUNCTION OF CEMENT PLASTER AND CEMENT TILES THE WHITE GLAZED

TILES SHALL BE LAID ON CEMENT MORTAR BEDDING OF 12 MM THICK IN C.M. 1 :3 . T HE 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. T HE MORTAR SHALL THEN BE SPREAD IN THICKNESS NOT LESS THAN 10 MM AT

ANY PLACE AND AVERAGE 12 MM THICKNESS . T HE 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

K G/C EMENT /SQ . MT . O F HONEY LIKE CONSISTENCY SHALL BE SEPARATED OVER THE MORTAR BEDDING AS DIRECTED. THE

EDGES OF THE TILES BE SMEARED WITH NEAT CEMENT SLURRY . T HE TILES SHALL BE WELL PRESSED AND GENTLY TAPPED WITH A

WOODEN MALLET TILL THEY ARE PROPERLY BEDDED AND IN LEVEL WITH THE ADJOINING TILES. T HERE SHALL BE NO HOLLOWS

IN BED OR JOINTS . THE JOINTS BETWEEN THE TILES SHALL BE AS THIN AS POSSIBLE IN STRAIGHT LINE OR AS PER PATTERN .

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.

W HERE FULL SIZE TILES CANNOT BE FIXED , THEY SHALL BE CUT ( SWAN 0 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. W HITE CEMENT SHALL BE USED FOR POINTING THE

JOINTS ., A FTER 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. O NCE 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 CONSTRUCTION .

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 . T HE PAVING UNDER DEDO OR SKIRTING SHALL NOT BE MEASURED . NO DEDUCTION SHALL BE MADE NOT EXTRA PAID

Signature of Bidder Page 35 of

Ahmedabad Municipal Corporation

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 .

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

ITEM NO .13 P ROVIDING AND LAYING POLISHED KOTA STONE SLAB (P OLISHED, GREEN COLOUR) FLOORING OVER 20 MM.

( AVERAGE ) THICK BASE OF CEMENT MORTAR 1:6 (1 CEMENT : 6 COARSE SAND) OR LIME MORTAR 1:1.5 LAID OVER AND

JOINED WITH GREY CEMENT SLURRY INCLUDING RUBBING AND POLISHING COMPLETE .25 MM TH .

W ATER SHALL CONFORM M-1. LIME MORTAR SHALL CONFORM TO M-10. C EMENT MORTAR SHALL CONFORM TO M-11

POLISHED KOTA STONE SHALL CONFORM TO M-49.

EACH SLAB SHALL BE CUT TO THE REQUIRED SIZE AND SHAPE AND FINE CHISEL DRESSED AT ALL THE EDGES . THE SIDES THUS

DRESSED SHALL HAVE A FULL CONTACT IF A STRAIGHT EDGE IS LAID ALONG. THE SIDES SHALL BE TABLE RUBBED WITH COARSE

SAND BEFORE PAVING. A LL ANGLES AND EDGES OF THE SLABS SHALL BE TRUE SQUARE AND FREE FORM CHIPPINGS AND GIVING

PLAIN SURFACE . T HE THICKNESS SHALL BE 25 MM . (A VERAGE ) AS SPECIFIED IN THE ITEM BUT NOT LESS THAN 20 MM. AT ANY

PLACE OF THE SLAB. BEDDING FOR THE KOTA STONE SLABS SHALL BE CEMENT MORTAR 1:6 (1 CEMENT : 6COARSE SAND) OR

L.M. 1:1.5 OF AVERAGE THICKNESS 20 MM . AS GIVEN IN THE DESCRIPTION OF THE ITEM. SUB GRADE SHALL BE CLEANED

WETTED AND MOPPED. MORTAR OF THE SPECIFIED MIX AND THICKNESS SHALL BE THEN BE SPREAD ON AN AREA SUFFICIENT TO

RECEIVE ONE KOTA STONE SLAB. THE SLAB SHALL BE WASHED CLEAN BEFORE LAYING. I T SHALL BE LAID ON TOP PRESSED

TAPPED GENTLY TO BRING IT IN LEVEL WITH THE OTHER SLABS . I T SHALL BE LIFTED AND LAID ASIDE . TOP SURFACE OF THE

MORTAR SHALL THEN BE CORRECTED BY ADDING FRESH MORTAR AT HOLLOWS OR DEPRESSIONS . THE MORTAR SHALL THEN BE

ALLOWED TO HARDEN BIT . O VER THIS SURFACE , CEMENT SLURRY OF HONEY LIKE CONSISTENCY SHALL BE APPLIED . T HE SLAB

SHALL THEN BE GENTLY PLACE IN POSITION AND TAPPED WITH WOODEN MALLET TILL IT IS PROPERLY PEDDED IN LEVEL WITH

AND CLOSE TO THE ADJOINING SLAB. T HE JOINT SHALL BE AS FINE AS POSSIBLE . THE SLABS FIXED IN THE FLOOR ADJOINING THE

WALL SHALL ENTER NOT LESS THEN 10 MM. UNDER THE PLASTER SKIRTING OR DADO . THE JUNCTION BETWEEN THE WALL

FLOOR SHALL BE FINISHED NEATLY . THE FINISHED SURFACE SHALL BE TRUE TO LEVELS AND SLOPES AS DIRECTED . T HE FLOOR

SHALL BE KEPT WET FOR A MINIMUM PERIOD OF 7 DAYS . S O THAT BEDDING AND JOINTS SET PROPERLY . POLISHING SHALL BE

NORMALLY COMMENCED AFTER 14 DAYS OF LAYING THE STONE SLAB . F IRST POLISHING SHALL BE DONE WITH EAR BORUNDUM

STONES OF 120 GRADE GRIT FITTED IN THE HEAVY MACHINE AND THEN SECOND POLISHING SHALL BE DONE WITH

CARBORUNDUM STONE OF 220 OF 350 GRADE GRIT FITTED IN HEAVY MACHINE . WATER SHALL BE PROPERLY USED DURING

POLISHING . THE STONE SHALL THEN BE WASHED CLEAN WITH WATER . WHEN DIRECTED BY THE ENGINEER -IN -CHARGE WAX

POLISH OF APPROVED QUALITY SHALL BE APPLIED ON THE SURFACE WITH THE HELP OF SOFT CLOTH OVER A CLEAN AND DRY

SURFACE . T HEN THE POLISH MACHINE FITTED WITH BOBS SHALL BE RUN OVER IT . THE HOLES REQUIRED FOR NAHNI TRAPS

PIPES ANY OTHER FITTINGS SHALL BE MADE WITHOUT ANY EXTRA COST .

MODE OF MEASUREMENTS & PAYMENT:

THE RATE SHALL INCLUDE THE COST OF ALL MATERIALS AND LABOUR INVOLVED IN ALL THE OPERATIONS DESCRIBED ABOVE.

THE K OTA STONE FLOORING SHALL BE MEASURED IN SQUARE METRES CORRECT TO TWO PLACES OF DECIMAL, LENGTH AND

BREADTH SHALL BE MEASURED CORRECT TO A CENTIMETER AND BETWEEN THE FINISHED FACE OF SKIRTING DADO OR WALL

PLASTER AND NO DEDUCTION SHALL BE MADE NOR EXTRA PAID FOR ANY OPENING IN FLOOR OF AREA UPTO 0.1 SQ. MT .

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

ITEM NO .13 P ROVIDING AND LAYING CEMENT CONCRETE FLOORING 1:2:4 (1 CEMENT: 2 COARSE SAND: 4 GRADED STONE

AGGREGATE 20 MM . NOMINAL SIZE ) LAID IN ONE LAYER FINISHED WITH A FLOATING COAT OF NET CEMENT .

(A) 40 MM . THICK.

1.0.M ATERIALS :

W ATER SHALL CONFORM TO M-L. C EMENT SHALL CONFORM TO M-3. S AND SHALL CONFORM TO M-6. STONE AGGREGATE

20 MM. NOMINAL SIZE SHALL CONFORM TO M-12.

C EMENT CONCRETE 1 : 2 : 4 PROPORTION MEASURED BY VOLUME SHALL CONFORM TO RELEVANT SPECIFICATION OR

ORDINARY GRADE 1 : 2 : 4 CONCRETE .

Signature of Bidder Page 36 of

Ahmedabad Municipal Corporation

2.0. WORKMANSHIP :

2.1. THE CEMENT CONCRETE FLOORING OF 40 MM THICK (AVERAGE) IS TO BE LAID AS PER THE SITE CONDITION . THE

CONCRETE SHALL BE MIXED IN A MECHANICAL MIXER AT THE WORK . H AND MIXED MAY HOWEVER BE ALLOWED FOR SMALLER

QUANTITIES OF WORK AND IN CASE OF FAILURE OF MACHINES OR AS PERMITTED BY THE E NGINEER-IN - CHARGE . I T SHALL

CARRIED OUT ON A WATER TIGHT PLATFORM AND CARE SHALL BE TAKEN . T O ENSURE THAT MIXING IS CONTINUED UNTIL THE

MASS IS UNIFORM IN COLOUR AND CONSISTENCY . HOWEVER, IN SUCH CASES 10% MORE CEMENT THAN OTHERWISE

REQUIRED SHALL HAVE TO BE USED WITHOUT ANY EXTRA COST . THE MECHANICAL MIXING SHALL BE DONE FOR PERIOD OF 1/2

TO 2 MINUTES . T HE QUANTITY OF WATER SHALL BE JUST SUFFICIENT OF PRODUCE A DENSE CONCRETE OF REQUIRED

WORKABILITY FOR THE PURPOSE. F LOORING OF SPECIFIED THICKNESS SHALL BE LAID IN ACCORDANCE WITH APPROVED

PATTERN OR AS DIRECTED. F INISHING OPERATION SHALL START SHORTLY AFTER THE CESSATION OF BEATING AND SHALL BE

SPREAD OVER A PERIOD ONE TO SIX HOURS DEPENDING UPON THE TEMPERATURE AND ATMOSPHERIC CONDITIONS. T HE

SURFACE SHALL BE LEFT FOR SOME TIME TILL MOISTURE DISAPPEARS FROM IT . F RESH QUANTITY OF CEMENT SHALL BE MIXED

WITH WATER TO FORM A THICK SLURRY AND SPREAD OVER THE SURFACE WHILE THE CONCRETE IS STILL GREEN . USE OF DRY

CEMENT OR CEMENT AND SAND MIXTURE SPRINKLED ON THIS SURFACE TO STIFFEN THE CONCRETE OR ABSORB EXCESSIVE

MOISTURE SHALL NOT BE PERMITTED. T HE CEMENT SLURRY SHALL THEN BE PROPERLY PRESSED TWICE BY MEANS OF IRON

FLOATS , ONCE , WHENT HE SLURRY IS APPLIED AND THE SECOND TIME WHEN CEMENT STARTS SETTING AND FINISHED SMOOTH.

THE SURFACE SHALL BE MARKED WITH STRING OR B.R.C. FABRIC JALI TO MAKE THE SURFACE NON -SLIPPERY AS AND WHEN

DIRECTED . THE JUNCTION OF FLOORS WITH WALL PLASTER, DADO OR SKIRTING SHALL BE ROUNDED OFF WHERE SO REQUIRED

UPTO 25 MM . RADIUS . F LOORING IN LAVATORIES AND BATH ROOMS SHALL BE LAID AFTER FIXING OF WATER CLOSET AND

SQUATTING PANS AND FLOOR TRAPS WHICH SHALL BE PLUGGED WHILE LAYING THE FLOORS AND OPENED AFTER THE FLOORS

ARE COMPLETED. A NY DAMAGE , DONE TO WATER SUPPLY OR SANITARY FITTINGS DURING EXECUTION OF WORK SHALL BE

2.2. AFTER THE FINAL SET , THE CONCRETE SHALL BE KEPT CONTINUOUSLY WET , IF REQUIRED BY PONDING FOR A PERIOD OF

NOT LESS THAN 7 DAYS FROM THE DATE OF PLACEMENT

2.3. T HE FORM WORK SHALL BE PROVIDED IF NECESSARY AS DIRECTED BY THE ENGINEER-IN-CHARGE . C ONCRETING SHALL BE

DONE AS PER ALTERNATE BAY METHOD WITH NECESSARY CENTERING EITHER BY MASTIC OR CEMENT MORTAR AS DIRECTED .

3.0. MODE OF MEASUREMENTS & PAYMENT:

3.1. THE RATE SHALL INCLUDE THE COST OF ALL MATERIALS AND LABOUR INVOLVED IN ALL THE OPERATIONS DESCRIBED

ABOVE . NO DEDUCTION SHALL BE MADE OR EXTRA PAID FOR ANY OPENING UPTO 0.1 SQ. MT . IN AREA IN THE FLOOR,

NOTHING EXTRA SHALL BE PAID FOR LAYING THE FLOOR AT DIFFERENT LEVELS IN THE SAME ROOM OR THE COURTYARD.

3.2 THE RATE SHALL BE FOR UNIT OF ONE SQ. METRE .

ITEM NO . 14 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 . THE 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

Signature of Bidder Page 37 of

Ahmedabad Municipal Corporation

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 . THE 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 . THE BOTTOM OF THE EXCAVATED AREA SHALL BE 1 EVENED BOTH

LONGITUDINALLY AND TRANSVERSELY . AS DIRECTED BY REMOVING AND WATERING AS REQUIRED . N O 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 .

THE RATE SHALL BE FOR A UNIT OF ONE CUBIC METER

ITEM NO.15: P ROVDG. & LAYING CEMENT CONCRETE 1:5:10 (1 CEMENT : 5 FINE SAND : 10 GRADED BRICK AGGREGATES

40 MM NOMINAL SIZE) AND CURING COMPLETE , EXCLUDING COST OF FORM WORK IN ( A) FOUNDATION AND P LINTH

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

SECTION . NO. 1.01, PAGE NO .

ITEM NO .16 CONVEYANCE CHARGES OF LIME, MURRUM , BUILDING, RUBBISH, MANURE OR SLUDGE AND EXCAVATED ROCK

LIME , MURRUM, BUILDING RUBBISH

ALL THE SURPLUS EARTH ETC. SHALL BE CARRIED AWAY IMMEDIATELY FROM THE SITE OF WORK TO A PLACE WITHIN 5 KM.

LEAD OR AS DIRECTED AND ORDERED BY THE ENGINEER -IN -CHARGE , SO AS NOT TO CAUSE ANY INCONVENIENCE TO THE PUBLIC

/TRAFFIC. THE C ORPORATION SHALL CARRY OUT THE WORK BY ANY OTHER AGENCY AT THE CONTRACTOR’S RISK AND COST . IF

THE INSTRUCTIONS ARE NOT COMPLIED WITHIN 24 HOURS FROM THE DATE OF ORDER TO CART THE SURPLUS MATERIALS AND

CLEAR THE SITE . T HE SAID WORK SHALL BE CARRIED OUT BY THE MUNICIPAL C ORPORATION AT THE RISK AND COST OF THE

CONTRACTOR AND NO CLAIM OR DISPUTE SHALL BE ENTERTAINED IN THIS RESPECT .

I F THE FILLING IN TRENCHES AFTER SETTLEMENT OF THE EARTH FILLING IN TRENCHES IS REQUIRED TO BE DONE THE SAME

SHALL BE CARRIED OUT BY THE CONTRACTOR WITHOUT ASKING ANY EXTRA RATE . T HE CONTRACTOR SHALL HAVE TO CART THE

SURPLUS EARTH AFTER THE TRENCHES ARE WELL WATERED . T HE RATE OF CARTING INCLUDES CARTING OF BRICK BATS , METAL

RUBBLE VEGETABLE AND GARBAGE , IF NECESSARY TO CLEAR THE ROAD SURFACE .

THE RATE SHALL BE FOR UNIT OF CMT.

Signature of Bidder Page 38 of

Ahmedabad Municipal Corporation

ITEM NO.17 I. HALF BRICK MASONRY IN COMMON BURNT CLAY BUILDING BRICKS HAVING CRUSHING STRENGTH NOTE

LESS THAN 35 K G/S Q . C M. IN CEMENT MORTAR 1:4 (1 CEMENT : 4 COARSE SAND) IN S UPER STRUCTURE UPTO FLOOR TWO

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

SECTION . NO. 6.31, PAGE NO .

ITEM NO.18 I 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 GRILL . (UPTO 10 TON )

THE RATE SHALL BE FOR UNIT OF KG .

ITEM NO.19 P ROVIDING AND FIXING TILES ROOFING WITH MANGLORE TILES INCLUDING TEAK REEPERS OF SIZES 50MM X

25MM. (UPTO 10 TON )

THE RATE SHALL BE FOR UNIT OF SMT.

ITEM NO.20 P ROVIDING SCAFFOLDING FOR DEMOLATION , PLASTER WORK & PAINTING WORK BY "H" FRAME STAND OF

BY ANY MEANS LIKE BAMBOO , VALLI ETC. INLUDING CARTING MATERIAL WORK SITE AND REMOVING AFTER COMPLTION OF

WORK. R ATE INCLUDE ANY TYPE RENT ETC COMPLET FOR ANY HEIGHT AS DIRECTERD BY ENGG . INCHARGE S UB :-

THE RATE SHALL BE FOR UNIT OF SMT.

ITEM NO.21 FINISHING WALL WITH APEX ULTIMA A CRYLIC PAINT OF " ASIAN P AINT " OR EQUIVALENT ON WALL

SURFACES (TWO COATS ) TO GIVE REQUIRED EVEN SHADE AFTER APPLICATION OF E XTERIOR P RIMER OF APPROVED B RAND &

MANUFACTURES AFTER THOROUGHLY BRUSHING THE SURFACE TO REMOVE ALL DIRT & REMAINS OF LOOSE POWERED

THE RATE SHALL BE FOR UNIT OF SMT.

ITEM NO.22 BOX 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.

THE RATE SHALL BE FOR UNIT OF NO.

ITEM NO.23 P ROVIDING & FIXING NAME P LATE IN COLOURED TILES FIXING IN MIDDLE OF B ACK WITH REQUIRED LENGTH

& WIDTH. THE RATE IS INCLUSIVE OF LETTERING / SLOGAN GIVEN BY ENGINEER IN -CHARGE . T HE FINANCIAL GRANT YEAR

MUST BE MENTIONED IN NAME PLATE .

THE RATE SHALL BE FOR UNIT OF NO.

ITEM NO.24 STAINLESS STEEL METAL LETTERS : P ROVIDING AND FIXING 175 MM SIZE LETTERS STAINLESS STEEL BRUSH /

MATT FINISH METAL LETTERS IN ANY LANGUAGE AS DIRECTED . R AYE INCLUDES FIXING THE SAME AT ANY HEIGHT AND LEVEL

AS DIRECTED BY THE ENGINEER INCHARGE .

THE RATE SHALL BE FOR UNIT OF NO.

ITEM NO.25 Majdoor (Male)

THE RATE SHALL BE FOR UNIT OF NO.

Signature of Bidder Page 39 of

Ahmedabad Municipal Corporation

ITEM NO.26 APPLYING PRIMING COAT OVER NEW STEEL AND OTHER METEL SURFACE AFTER AND INCLUDING PREPARING

THE SURFACE BY THROUGHLY CLEANING, OIL , GREASE , DIRT AND OTHER FOREIGN MATTER AND SCOURED WITH BRUSHES FINE

STEEL WOOD , SCRAPERS AND SAND PAPER WITH READY MIXED PRIMING PAINT BRUSHING RED LEAD .

THE RATE SHALL BE FOR UNIT OF SMT .

ITEM NO.27 P AINTING TWO COATS (EXCLUDING PRIMING COAT ) ON NEW STEEL AND OTHER METAL SURFACE WITH

ENAMEL PAINT , BRUSHING, INTERIOR TO GIVE AN EVEN SHADE INCLUDING CLEANING THE SURFACE AN EVEN SHADE

INCLUDING CLEANICN THE SURFACE OF ALL DIRT , DUST AND OTHER FOREIGN MATTER.

THE RATE SHALL BE FOR UNIT OF SMT .

ITEM NO.28 P AINTING TWO COATS (EXCL. PRIMING COAT ) ON PEVIOUSLY PAINTED STEEL & OTHER METAL SURFACER

WITH ENAMEL PAINT, BRUSHING, INTERIOR TO GIVE AN EVEN SHADE INCL . CLEANING THE SURFACE OF ALL DIRT, DUST AND

OTHER FOREIGN MATTER.

THE RATE SHALL BE FOR UNIT OF SMT .

ITEM NO.29 P AINTING ONE COAT (EXCLUDING PRIMING COAT) ON PREVIOUSLY PAINTED WOOD AND WOOD BASED

SURFACES WITH ENAMEL PAINT TO GIVE EVEN SHADE INCLUDING CLEANING OF ALL DIRT, DUST AND OTHER FOREIGN

THE RATE SHALL BE FOR UNIT OF SMT .

ITEM NO.30 P ROVIDING AND LAYING RED STONE STONE SLAB FLOORING OVER 20MM BASE OF CEMENT MORTAR 1:6 OR

L.M. 1:1.5 LAID AND JOINTED WITH GREY CEMENT SLURRY INCL. RUBBING AND POLISHING COMPLETE.

THE RATE SHALL BE FOR UNIT OF SMT .

ITEM NO.31 INFORMATORY SIGNAGE

60CMX 45CM RECTANGULAR PLUS 45 CM X 20 CM RECTANGULAR ADDITIONAL PLATE. P ROVIDING AND FIXING OF

REFLECTORISED CAUTIONARY , MANDATORY AND INFORMATIVE SIGN AS PER IRC-67-2012 MADE OF MICRO PRISMATIC

GRADE SHEETING AS PER ASTM 4956-09 TYPE -XI FIXED OVER 4 MM THICK ALUMINUM COMPOSITE MATERIAL

SUPPORTED WITH FRAME FABRICATED FROM SUITABLE SIZE MS ANGLE 40MM X 40 MM X 5 MM RECTANGULAR BOX AS

REQUIRED ON A MILD STEEL ANGLE IRON POST 65MM NB MS MW PIPE OR EQUIVALENT MS P IPE SECTION FIRMLY FIXED

TO THE GROUND . T HE TOTAL HEIGHT OF POLE /STAND POST IS 3.3 MT AND CLEAR HEIGHT IS 2.1 FROM THE FOOTPATH TOP

OR GROUND LEVEL BY MEANS OF PROPERLY DESIGNED FOUNDATION WITH M25 GRADE CEMENT CONCRETE

45CMX 45CMX 60CM BELOW FOOTPATH/ GROUND LEVEL AS PER APPROVED DRAWING INCLUDING EXCAVATION , CURING

ETC. COMPLETE UNDER THE SUPERVISION OF ENGINEER I N C HARGE . THE POLE SHALL BE P AINTED WITH BEST Q UALITY

EPOXY COATING IN B LACK AND WHITE B ENDS . T HE DETAILS OF SYMBOL FOR EACH BOARD SHALL BE AS PER THE

INSTRUCTION OF ENGINEER INCHARGE . (AS PER APPROVED RA OF T RAFFIC DEPARTMENT )

THE RATE SHALL BE FOR UNIT OF NOS.

ALL WORK SHOULD BE DONE AS PER INSTRUCTION OF ENGG. IN CHARGE .

Signature of Bidder Page 40 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT (CENTRAL ZONE)

BILL OF QUANTITY

SR QTY. ITEM RATE UNIT AMOUNT

1 Demolition including stacking of serviceable materials and

disposal or unserviceable materials with all leads and lifts

28 (I ) RCC Work 1047.38 Cmt

2 30 Demolition of Brick work and stone masonry including stacking of 544.95 Cmt

serviceable materilas and disposal of unserviceable materials

with all lead and lift.(ii) In Cement Mortar.

3 25 Dismentling doors, windows, ventilators etc. (wood or steel) 185.85 Smt

shutters including chowkhats architraves, holdfasts and other

attachment etc. complete and stacking them within all lead and

lift.(i) Not exceeding 3 Sq.M. in area.

4 80 Removing and scraping of old deteriorated plaste of any 19.38 Sq.M.

thickness fromm wall / R.C.C membe including stacking of

serviceable material and disposal of unserviceable from site o

work with al lead and lift

5 80 Dismentaling of sheet roofing including ridges, Hips, Valleys, 47.25 Sqm

Gutters etc. stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift.(i) G.I.sheet roofing.

6 Providing and laying controlled cement concrete M-200 and

curing complete, excluding the cost of form work and

reinforcement for reinforced concrete work in:

15 (A) Foundations, footings, base of columns, and mass concrete. 3977.88 Cmt

0 (B) Walls from top of foundations/level up to floor two level. 4484.17 Cmt

10 (C) Slabs, landing shelves, Balconies, lintels, beams, girders, 4460.36 Cmt

and cantilever, up to floor two level.

10 (D) Columns, Pillars posts and struts upto floor two level. 4558.2 Cmt

7 20 Brick work using common burnt clay building brick having 3981.21

crushing strength not less than 3 kg./Sq.Cm. in foundation and

plinth in Cemen Mortar 1:6 (1- Cement : 6 -fine sand)(B

Signature of Bidder Page 41 of

Ahmedabad Municipal Corporation

15 Extra for brick work in superstructure above plint level upto floor 272.25 Cmt

two level (B) Conventional

8 800 Providing TMT Bar FE 415 reinforcement for R.C.C. work 66.59 Kg.

including bending, binding and placing in position complete upto

floor two level .

9 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

60 (I) edges of slabs & brackets in floors & walls 67.73 Smt

20 (H) (1) Sides and soffits of beam, haunchings cantilevers, 192.15 Smt

girders, bressumers and lintels not exceeding 1 M in depth.

20 (G) Columns Pillars Posts and struts. (1) Square Rectangular 297.68 Smt

Polygonal in plan.

10 50 Providing 15mm thick cement plaster in single coa on Rough 174.83 Smt

(Similar)side of single or half brick wall for interior plastering upto

floor two level an finished even and smooth in (i) Cement mortar

1: (1-cement:3-sand)

11 50 20 mm thick sand faced cement plaster on walls up to height 10 297.68 Smt

metres above ground level consisting of 12 mm thick backing

coat of C.M.1:3(1-cement:3-sand) and 8 mm thick finishing coat

of C.M. 1:1 (1-cement : 1-sand) etc. complete.

12 50 Providing and laying white glazed tiles 6mm thick in skrting 908.17 Sq.M.

risersofstepsanddedoon10mm thick cement plaster 1:3(1-

cement:3-coarse sand) and jointed with white cement slurry

Signature of Bidder Page 42 of

Ahmedabad Municipal Corporation

13 50 Providing and laying polished Kota stone slab (Polished, Green 982.83 Smt

colour) flooring over 20 mm. (average) thick base of cement

mortar 1:6 (1 cement : 6 coarse sand) or lime mortar 1:1.5 laid

over and joined with grey cement slurry including rubbing and

polishing complete.25 mm th.((R & B SOR for Building works

14 Excavation for foundation up to 1.5 tm. depth in all type of hard

and soft soil including sorting out stacking of useful material &

disposing of excavated stuff up to 50 tm. lead loose or soft soil,

girding, lighting, fencing the trenches', and pits. (depth measured

from GL). Etc.comp.

100 (A) Loose or soft soil 115.92 Cu.M

15 30 Providing and laying cement 2492.51 Cmt.

concrete1:5:10(1cement:5coarsesand:10hand broken stone

aggregates40mm nominal size)and curing etc complete

excluding cost of formwork in(A)Foundation and plinth

16 Conveyance charges of lime, murrum, building, rubbish, manure

or sludge and excavated rock and fly ash

Lime, Murrum, Building Rubbish

17 150 (i) Half brick masonry in common brunt clay building bricks 583.49 Sqm

having crushing strength not less than 35 Kg/Sq.Cm. in Cement

mortar 1:4 (1- Cement : 4 -coarse sand ) in foundation and plinth

(B) Conventional

18 300 Providing and fixing M.S. grills of required pattern to wooden 100.17 kg

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)

Signature of Bidder Page 43 of

Ahmedabad Municipal Corporation

19 150 Providing and fixing tiles roofing with manglore tiles including 258.3 Rmt

teak reepers of sizes 50mm x 25mm. (upto 10 ton)

20 300 Providing Scaffolding for Demolation , Plaster work & painting 40 Smt

work by "H" Frame Stand of by any means like bamboo, valli etc.

inluding carting material work site and removing after compltion

of work. Rate include any type rent etc complet for any height as

directerd by engg. inchargeSub:-

21 100 Finishing wall with Apex Ultima Acrylic paint of " Asian Paint " or 79 Smt

equivalent on wall surfaces (two coats) to give required even

shade after application of Exterior Primer of Approved Brand &

Manufactures after thoroughly brushing the surface to remove all

dirt & remains of loose powered materials.(N.S.)

22 Box 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 Gate in english and or

Gujrati and including fixing charges approved before fixing by

clent / consultant.

a 40 400mm high 1000 Nos.

b 40 300 mm high 750 Nos.

c 40 230 mm high 565 Nos.

23 20 Providing & Fixing Name Plate in Coloured Tiles fixing in middle 140 No.

of Back with required length & width. The rate is inclusive of

lettering / slogan given by Engineer In-Charge. The financial

grant year must be mentioned in name plate.

24 30 Stainless Steel metal Letters: Providing and Fixing 175 mm size 980 Nos

letters Stainless steel brush / matt finish metal letters in any

language as directed. Raye includes fixing the same at any

height and level as directed by the Engineer incharge.

25 50 Majdoor (Male) 551 Each

26 100 Applying priming coat over new steel and other metel surface 34.34 Sqm

after and including preparing the surface by throughly cleaning,

oil,grease, dirt and other foreign matter and scoured with

brushes fine steel wood, scrapers and sand paper with ready

mixed priming paint brushing red lead.

Signature of Bidder Page 44 of

Ahmedabad Municipal Corporation

27 100 Painting two coats (excluding priming coat) on new steel and 86.94 Sqm

other metal surface with enamel paint, brushing, interior to give

an even shade including cleaning the surface an even shade

including cleanicn the surface of all dirt, dust and other foreign

28 50 Painting two coats (excl. priming coat) on peviously painted 54.35 Smt

steel & other Metal surfacer with enamel paint, brushing,

interior to give an even shade incl. cleaning the surface of all dirt,

dust and other foreign matter.

29 70 Painting one coat (excluding priming coat) on previously painted 87.11 Smt

wood and wood based surfaces with enamel paint to give even

shade including cleaning of all dirt, dust and other foreign matter.

30 28 Providing and laying Red stone stone slab flooring over 20mm 1800 Smt

base of cement mortar 1:6 or L.M. 1:1.5 laid and jointed with

grey cement slurry incl. rubbing and polishing complete.

Signature of Bidder Page 45 of

Ahmedabad Municipal Corporation

31 3 Informatory signage 60cmx45cm rectangular plus 45 cm x 20cm 5045 Nos

rectangular additional plate. Providing and fixing of reflectorised

cautionary, mandatory and Informative sign as per IRC-67-2012

made of micro prismatic grade sheeting as per ASTM 4956-09

Type -XI fixed over 4 mm thick Aluminum Composite material

supported With frame fabricated from suitable size MS angle

40mm x 40mm x 5mm rectangular box as required on a mild

steel angle iron post 65mm NB MS MW pipe or equivalent MS

Pipe section firmly fixed to the ground. The total height of

pole/Stand post is 3.3 mt and clear height is 2.1 from the

footpath top or ground level by means of properly designed

foundation with M25 grade cement concrete 45cmx45cmx60cm

below footpath/ ground level as per approved drawing including

excavation, curing etc. complete under the supervision of

engineer In Charge. The pole shall be Painted with best Quality

epoxy coating in Black and white Bends. The details of symbol

for each board shall be as per the instruction of engineer

incharge. (As per approved RA of Traffic Department)

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 46 of