Const. R.C.C. Gate and Fixing Tiles at Asarva Gamtal Area and other diff. Places in Asarva Ward.

Name of work: bæg Ítul, ymthJt Jtuzobtk ymthJt dtb<¤ rJM<thbtk <ubs yLg søgtyu ytJuj lJtk yth.me.me. dux

cltJJt <&t xtRÕm jdtzJtlwk ftb. (yu.yth.me)

Tender Invited on Behalf of AMC, Central Zone.

Assistant Manager, Central Zone,

Central Zone Zonal Office”, B – Wing,

Third Floor,Sardar Patel Bhavan,

Danapith, Ahmedabad-380001.

Signature of Bidder Page 2 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

Notice inviting Tender

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

percentage rate sealed tenders from interested contractors for the following work at different

locations within the limit of A.M.C.

1 Name of work bæg Ítul, ymthJt Jtuzobtk ymthJt dtb<¤ rJM<thbtk <ubs yLg søgtyu ytJuj

lJtk yth.me.me. dux cltJJt <&t xtRÕm jdtzJtlwk ftb. (yu.yth.me)

2 Estimated Tender Amount Rs. 9,93,181.75 (exclusive of GST). GST will be paid extra by

AMC/Authority at prevailing rate to the contractor.

3 Tender fee Rs.

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

4 Time Limit 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. 9932/- (Demand Draft / pay order / Bank Guarantee in favour of

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

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

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

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

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

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

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

physically along with the Physical Submission when applicable.

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

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

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

Sardar Patel Bhavan, Danapith, Ahmedabad-380001.

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

non responsive and shall be summarily rejected.

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

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

website as per Schedule mentioned in Notice inviting

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

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

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

Schedule mentioned in Notice inviting Tender.

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

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

be entertained under any circumstances.

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

rate in BOQ online only until specified.

Price Bid shall be submitted physically duly signed & seal without

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

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

Signature of Bidder Page 1 of

Ahmedabad Municipal Corporation

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

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

pay order / Bank Guarantee in favour of Municipal Commissioner,

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

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

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

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

days beyond Date of completion of work.

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

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

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

charged by AMC.

15 Deductions from Running

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

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

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

deducted from each running bill.

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

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

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

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

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

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

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

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

In case authorized signatory holding Power of Attorney and Digital Signatory are not

the same, the bid shall be considered non-responsive.

Seal and Signature of the Bidder Add.city.engineer

Date: Ahmedabad Municipal

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:- bæg Ítul, ymthJt Jtuzobtk ymthJt dtb<¤ rJM<thbtk <ubs yLg søgtyu ytJuj lJtk

yth.me.me. dux cltJJt <&t xtRÕm jdtzJtlwk ftb. (yu.yth.me)

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

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

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

Condition of Contract, special condition of contract, Appendices, Specifications, Bill of

Quantities, furnished by AHMEDABAD MUNICIPAL 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

2.0 Source of Funds

Ahmedabad Municipal Corporation has arranged the fund for this project.

3.0 Eligible Bidders

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

defined in this tender.

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

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

services for the preparation or supervision of the works, and any of its affiliates, shall

not be eligible to bid.

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

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

Gujarat, Government of India or any other entity controlled by it, would not be eligible

to submit the Bid.

4.0 Qualification of the Bidder

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

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

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.

Signature of Bidder Page 5 of

Ahmedabad Municipal Corporation

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

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

opened before the due date of opening.

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

of Earnest 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

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

Signature of Bidder Page 6 of

Ahmedabad Municipal Corporation

8. Bill of Quantities

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

contract data, forms, terms, technical specifications, forms, Annexes in the bid

document. Failure to comply with the requirements of bid documents shall be at the

bidder’s own risk. Bids which are not substantially responsive to the requirements of

the bid documents shall be rejected.

10.0 Amendment of Bidding Documents

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

documents by issuing addendum.

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

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

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

advertisement for the same.

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

account in preparing their bids, the Employer may, at his desecration, extend as

necessary the deadline for submission of bids.

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

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

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

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..

Signature of Bidder Page 7 of

Ahmedabad Municipal Corporation

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

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

the Bidder, except otherwise stated in the Bid document. Employer will not

compensate the bidder (contractor) for any change in duties, taxes and other levies

payable by the contractor under the contract and any other reasons.

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

completion of Work and shall not be subject to adjustment on any account, except

where expressly specified, otherwise, in the contract.

14.0 Currencies of Bid and Payment

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

in Indian Rupees.

15.0 Bid Validity

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

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

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

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

additional period. The request and the bidders' responses shall be made in writing or by

cable. A bidder may refuse the request without forfeiting his bid security. A bidder

agreeing to the request will not be required or permitted to modify his bid, but will be

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

16.0 Earnest Money / Bid Security

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

Signature of Bidder Page 10 of

Ahmedabad Municipal Corporation

16.3 Any bid not accompanied by an acceptable Bid Security shall be rejected by the

Employer as non-responsive.

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

as non-responsive.

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

returned as promptly 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

(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

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

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

“Technical Bid” and sealed. This Outer envelope should mention the name of firm of

bidder, his address, contact details & name of the work.

17.2 The inner and outer envelopes

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

Signature of Bidder Page 11 of

Ahmedabad Municipal Corporation

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

c) Bear the following identification:

Indicate the name and address of the bidder.

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

responsibility for the misplacement or premature opening of the bid.

18.0 DEADLINE FOR SUBMISSION OF THE BID

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

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

indicated on the face sheet of the document. In the event of the specified date for the

submission of bids declared a holiday for the Employer, the Bids will be received up to

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

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

submission as specified in NIT, at the following address:

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

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

procure e-tendering portal on account of delay in submission at bidder's end. Bidder

shall ensure that they submit the bid well before the "Due Date & Time of Bid-

Submission". AMC shall not be responsible if bidder is not able to submit the bid on

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

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

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

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

subject to the new deadline.

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

corrigendum if any.

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

and returned unopened to the bidder.

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

unopened 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.

Signature of Bidder Page 12 of

Ahmedabad Municipal Corporation

21.0 SIGNING OF CONTRACT AGREEMENT

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

28 days after the successful bidder (hereinafter called the Contractor) receives the

Letter of Acceptance, unless they agree otherwise, subject to furnishing the security

deposit before signing the Agreement with the Employer.

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

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

their Earnest Money Deposit / Bid Security.

22.0 SECURITY DEPOSIT

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

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

equivalent to 5% of the Contract Price valid for the period of valid till 90 days beyond

Date of completion of work. The Security Deposit shall be payable in 10 days (for

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

of receipt of LOA failing which interest @ 4% per annum will be charged by AMC.

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

Employer, from Ahmedabad branch of any Banks mentioned in the clause no. 16.2 of

these tender documents.

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

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

shall constitute sufficient grounds for cancellation of the award and forfeiture of the

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

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

commercial terms and conditions of the tender.

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

under the terms of this Contract or any other contract or on any other account

whatsoever may be deducted from Security Deposit. Also in the event of the

Contractor's Security Deposit being reduced by reasons of such deductions, as

aforesaid, the Contractor shall, within 14 days of receipt of notice of demand from the

Engineer-in-Charge, make good the deficit in Security Deposit.

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

validities of Bank Guarantees as may have been furnished by the Contractor from time

to time, are required to be extended/renewed, the Contractor shall get the validity

periods of such guarantees extended/renewed, and furnish these to the Engineer-in-

Charge one month before the expiry date of the aforesaid Guarantees originally

furnished failing which the existing Bank Guarantees shall be invoked by the Engineer –

in – charge. Also in case of any deficit in securities on any account as might occur or is

noticed, the Contractor shall forthwith recoup/replace the same with acceptable

Security Deposit.

Signature of Bidder Page 13 of

Ahmedabad Municipal Corporation

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

per contract are not completed in all respects.

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

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

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

release of Security Deposit as stated above.

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

Employer’s office within 15 days of LOA.

23.0 Advance Payment and Security

The Employer will not provide any advance payment.

24.0 Dispute Review Expert

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

be final and binding to the bidder.

25.0 LITIGATION HISTORY

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

resulting from Contractors completed or under execution by him over last five years. If

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

knowledge of the Employer, the Bidder shall be disqualified for the proposed work and

other appropriate actions shall be taken against the bidder.

DETAILS OF COMPLETED / ONGOING LITIGATION / ARBITRATION

Employer Value of the Reasons/Details for Remarks showing

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

 The bidder shall furnish separate table for individual project.

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

same shall be treat as null and void.

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

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

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

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

other appropriate actions shall be taken against the bidder.

Seal and Signature of the Bidder Add,city.engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 14 of

Ahmedabad Municipal Corporation

GENERAL CONDITIONS OF CONTRACT

1.0 Liquidated Damages

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

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

amount of work for which the scope of contractor is reduced shall not be considered

for the calculation of Liquidated Damages.

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

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

2.0 Retention Money

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

retention money shall be released in the final bill of the said work. AMC reserves right

to deduct any amount to compensate the poor performance of the contractor i.e. poor

quality or abandoned / incomplete work.

3.0 Subcontracting

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

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

subcontracting shall not relieve the Contractor from any contractual obligations or

responsibility under the Contract.

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

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

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

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

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

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

replacement of key personnel only if their qualifications, abilities, and relevant

experience are substantially equal to or better than those of the personnel listed in the

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

Signature of Bidder Page 15 of

Ahmedabad Municipal Corporation

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

• 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

• Any authorized third party persons on the site.

• Contractor’s plant and equipment

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

warning signs, barricading, and cones; when and where necessary, or required by

Engineer in Charge or by any duly constituted authority for the protection of the works

or for the safety and convenience of the public or other.

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

the site and avoid damage or nuisance to persons or property of the public and others

arising as a consequence of his method of operation.

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

completion, and defects liability period. The contractor shall be responsible for and to

make good all injuries, damages and repairs, rendered necessary by fire, rain, traffic,

floods or other causes.

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

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

strictly with double scaffolding system with all the accessories etc. with adjustable

suitable working platforms to access the areas, with ease for working and inspection. It

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

workmen. It shall be ensured that no damage is caused to any structure due to

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

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

him, shall be made by the Contractor at his own cost and also necessary permissions

directly from relevant Owners shall be obtained by him under intimation to the Owner.

Also all initial and running charges and security deposit, if any in this regard shall be

borne by him. The Contractor shall abide by all the rules/ bye laws applicable in this

regard and he shall be solely responsible for any penalty on account of violation of any

of the rules and byelaws in this regard.

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

the same shall be completely contractor’s responsibility. All the losses due to such

accidents and expenses of legal matters shall be borne by contractor.

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

complete installation and shall also be responsible for any pilferage, theft, damage,

penalty etc. in this regard. The Contractor shall indemnify the Owner against any claim

arising out of pilferage / theft, damage, penalty etc. whatsoever on this account.

Signature of Bidder Page 16 of

Ahmedabad Municipal Corporation

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

Necessary protective and safety equipments shall be provided to them by the

Contractor at his own cost and used at site.

6.0 Contractor to keep site clean:

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

rubbish, excess materials, temporary works no longer required will be removed from

site immediately.

7.0 Clearance of site on completion:

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

materials, rubbish, temporary works of every kind.

A. COST CONTROL

8.0 Bill of Quantities

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

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

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

shall be paid only quantities calculated after taking measurements of executed

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

shall be measured by the Contractor jointly with the authorized representative of

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

be supplied by the contractor.

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

 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

Signature of Bidder Page 17 of

Ahmedabad Municipal Corporation

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

Engineer-in-charge.

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

is a quantity variation.

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

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

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

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

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

priority of the documents forming the Contract shall be as follows:

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

2013-14, the rate of extra item shall be that rate and premium (above or below)

quoted by contractor.

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

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

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

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

the Contractors profit.

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

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

temporary and incidental works.

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

shall be taken at 10 % of the final rate derived.

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

are, in his opinion appropriate and shall notify the Contractor accordingly with a copy

to the Employer.

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

payments to be included in the Interim Payment Certificates, until rates and prices are

agreed as final by the Employer, the Contractor, and the Engineer.

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

been avoided by giving early warning.

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

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

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

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

previous certificates or as a result of an award from disputes review experts, Contractor

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

delayed payment.

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

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

11.4 All payments shall be made in Ahmedabad.

12 Taxes and duties

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

Local Governing bodies prevailing on the date of award of the contract. The Contractor

will have to pay all such taxes and duties for the performance of this Contract. The

Employer will deduct from the Contractor’s monthly and other payments all taxes and

Signature of Bidder Page 18 of

Ahmedabad Municipal Corporation

duties, which he is bound to recover in accordance with the applicable law.

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

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

jurisdiction or authority which in any manner affect those engaged or employed, and

anything related to carrying out the work. All the bye-laws lay down by AMC/AUDA and

any other local bodies while executing the work shall be adhered to. All taxes of local

bodies shall be borne by the contractor. The Contractor shall arrange to give all notices

required by any authority and to pay to such authority all the fees that may have to be

paid for the material, plants, equipments etc. The Contractor shall also adhere to all

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

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

violations of any such laws, ordinances, orders, decree, whether by himself or by his

employees or his authorized representatives. Nothing extra shall be payable on these

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

14.0 Currencies

All payments shall be made in Indian Rupees.

15.0 Advance Payment

No Advance Payment shall be made.

16.0 Cost of Repairs

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

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

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

acts or omissions.

B. FINISHING THE CONTRACT

17.0 Completion

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

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

18.0 Termination

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

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

(b) Without reasonable excuse fails –

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

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

signing the agreement or

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

received notice

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

days after having received.

Signature of Bidder Page 19 of

Ahmedabad Municipal Corporation

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

continue performance of his obligation under the contract.

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

written permission of the engineer.

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

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

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

carries on business under receive, trustee or manager for the benefit of his

creditors, or if any act is done or event occurs which (under applicable Laws)

has a similar effect to any of these acts of event.

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

to the contractor, terminate the contract and expel the contractor from the site.

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

contract immediately.

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

of the Employer, under the contract or otherwise.

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

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

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

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

fundamental breach of the Contract.

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

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

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

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

than for a reconstruction or amalgamation;

(c) The contractor fails to fulfill requirements;

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

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

of time determined by the Engineer;

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

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

which the maximum amount of liquidated damages becomes payable as defined in

the Contract data;

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

fraudulent practices in competing for or in the executing the Contract.

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

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

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

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

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

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

prices at artificial non-competitive levels and to deprive the Borrower of the

benefits of free and open competition.”

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

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

is fundamental or not.

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

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

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

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

Signature of Bidder Page 20 of

Ahmedabad Municipal Corporation

19.0 Contractor's own responsibility

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

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

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

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

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

the Engineer in charge.

20.0 Overpayment & Underpayment

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

of or under this Contract against the contractor the same may be deducted by the

Municipal Corporation from any sum then due or which at any time thereafter may

become due to the contractor under this contract and failing that under any other

contract with the Municipal Corporation or from any sum due to the contractor with the

Municipal Corporation (which may be available with Municipal Corporation), or from his

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

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

bill including all supporting vouchers, abstracts, etc.

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

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

be included by the 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.

Signature of Bidder Page 21 of

Ahmedabad Municipal Corporation

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

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

sanctioned specifications.

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

additional or altered work carried out by the contractor in accordance with the

instructions of the Engineer-in-charge under clause 14 and the rates for which

is to be determined under the said clause

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

purchased by the contractor before receipt of notice given by the Engineer-in-

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

contractor under the said clause for loss in respect of such materials.

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

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

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

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

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

or articles complained of.

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

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

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

estimates and assessed under clause

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

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

charge in case where there are no specifications.

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

and calculations to every item of claims. The decision will have to be

implemented by all the concerned.

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

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

where the site of work is situated.

The reference to arbitration proceeding under this clause shall not:

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

clause 5 to take possession of all or any tools, plants, materials and stores in or upon

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

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

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

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

period the work is stopped or suspended in pursuance, of notice given to the

contractor under clause

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

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

23.0 Drawings and Photographs of the Works

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

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

shall have to submit the same in hard copy as well as soft copy as and when demanded

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.

Signature of Bidder Page 22 of

Ahmedabad Municipal Corporation

Seal and Signature of the Bidder Add.city.engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 23 of

Ahmedabad Municipal Corporation

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Signature of Bidder Page 24 of

Ahmedabad Municipal Corporation

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

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

^htJlth Ôgrf< mne l fhu y&Jt xuLzhbt <u btxu htFJtbtk ytJuje søgtbtk

mne/mneytu Wvh ftuR mtûteyu mtF fhe l ntug.

f:- Nh<e xuLzh MJefthJtbtk ytJNu lne.

Signature of Bidder Page 25 of

Ahmedabad Municipal Corporation

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

frb§h©eltu rlKog ytFhe hnuNu. ftuR fthKmh stu ftuLx[tfxhlu ftb l ytve Nftg

<tu <u ykdu ftuLx[tfxh ftuRvK «fthltu lwfNtle fu J¤<hltu nff>tJtuu fhe NfNu lrn

fu ftg>tfeg ftgoJtne yt ykdu &R NfNu lrn. xuLzh bkswh &gtltu y&o ftb ytve

>uJtLþk Au <uJtu &R NfNu lrn.Nh<e xuLzh MJefthJtbtk ytJNu lne.

(9) rJmkdr< ylu rnmtc stud:

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

ftuRvK Cwjawf leault rlgbtu ylwmth mhCh fhJtbtk ytJNu.

(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

(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

(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

Signature of Bidder Page 26 of

Ahmedabad Municipal Corporation

hswyt<lu fthKu y&Jt ftuR Ôgrf<yu (vAe<u ctk^ftb rJCtdltu fboathe ntug fu l

ntug) <ublu ytvuje btne<elu yt^thu vtA¤&e ftuR >tJt> hsw fhJt nf>th hnuNu

lnek. <ublw xuLzh ChJt <&t <ubtk sw>t sw>t CtJ ylu >h ChJt btxu sYhe yuJe

<btb btne<e vtu<tlt vûtu l bu¤Je NfJtlu fthKu vtu<u xuLzh hsw fhJtlu je^u

y&Jt <ubtk&e WCt &<t ftuR stuFb fu sJtc>thebtk&e Axfe NfNu lnek. m>h

ftbbtk ftuR vK ò<lt ctk^ftblt bxehegj Wvh CtJ J^thtu ytvJtbtk ytJNu

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

(yu) yufb ylu f>:-

(2) xuLzh VtuboLþk CtJvºtf

(3) MvuNeVefuNl

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

(2) xuLzh Vtubole yLþMþra-ce

(3) MvuNeVefuNl

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

ykdule ltuk^ bwfe yuze.mexe yuLSlegh / zu.BGþrl.frbNlh©ele bkswhe bu¤JJtbtk

ytJNu ylu <u bwsc fhJtbkt ytJuj rlKog ykr<b dKJtbkt ytJNu.

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

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

y&oDxl fhtJJwk.

Signature of Bidder Page 27 of

Ahmedabad Municipal Corporation

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

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

mt&u s c^u NY fhJw vzNu.

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

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

hnuNu. mtRx Wvh ftb >hBgtl bswhtu fu sl<tlt ftuR btKmlt òlbtj lu lwfNtl

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

ftuLxtfxhle hnuNu. CuFz Dme l vzu <ule sJtc>the vK vtujem Vrhgt>bt

ftuLx[tfxhle hnuNu. CuFz Dme l vzu <u btxu mjtb<elt vdjt (suJt fu >tuhzwk ctk^e

bswh Ftztbtk W<thJt, mtuhekd ylu Mx[xekd fhJt rJduhu) je^t Jdh bsqhlu Ftztbtk

W<thNu <tu ftuLx[tfxh s vtujem Vrhgt>bt sJtc>th hnuNu ylu Bgwrl.ftuvtuohuNlltu

ftuRvK MxtV ytlt btxu sJtc>th hnuNu lrn. ytxjwk mbSlu s xuLzh ChJwk.

bswhtultu rJbtu vK W<thJtu.

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

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

(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.

Signature of Bidder Page 28 of

Ahmedabad Municipal Corporation

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

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

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

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

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

vtujem ftgoJtnele sJtc>the ftuLx[tfxhle hnuNu.

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

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

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

ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle m•ttt yuze.mexe yuLSlehgh©elu hnuNu.

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

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

mkstudtubtk yuze.mexe.yuLSlegh©eltu rlKog ytFhe hnuNu.Jtuxhekd fhJtbtk lrn

ytJu fu >hhtus J^thtltu zucheÍ WvtzJtbtk lrn ytJu <tu ftuLx[tfxhlt Fauo ylu

sutFbu Jdh ltuxemu Jtuxhekd fhtJJtbtk <&t zucheÍ WvtzJtbtk ytJNu ylu

cejbtk&e hfb ftve juJtbtk ytJNu.

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

ftve juJtbtk ytJNu.

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

>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

Signature of Bidder Page 29 of

Ahmedabad Municipal Corporation

yufhthlwk Vtubo

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

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

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

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

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

fhJt mkb< Awk/Aeyu.

ftuLx[tfxhle mne ylu rmfft

Signature of Bidder Page 30 of

Ahmedabad Municipal Corporation

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 WORK

1.0. WORKMANSHIP :

1.1. THE 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. T HE 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 ENGINEER- 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. W HEREVER 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 . ALL 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.

2.0. MODE OF MEASUREMENTS & PAYMENT:

2.1. MEASUREMENTS 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. ALL 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.

Signature of Bidder Page 31 of

Ahmedabad Municipal Corporation

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

INCLUDING SCAFFOLDING . T HE 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 . THE RATE

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

ADJOINING PROPERTY AND PROVIDING TEMPORARY ENCLOSURES OR PARTITIONS WHERE CONSIDERED NECESSARY . THE

RATE 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.WORKMANSHIP :

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

SHALL BE STACKED AS DIRECTED BY E NGINEER- 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 , ARCHITRAVE , 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.

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 roofing.

Signature of Bidder Page 32 of

Ahmedabad Municipal Corporation

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 , S ECTION . 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/S Q. CM . IN FOUNDATIONS AND PLINTH IN CEMENT MORTAR (B) CONVENTIONAL 1:6 (1 CEMENT : 6 FINE

(A) IN FOUNDATION & P LINTH

(B) SUPER STRUCTURE

(C)ABOVE FLOOR TWO LEVEL

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

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

Item No 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

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

Signature of Bidder Page 33 of

Ahmedabad Municipal Corporation

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 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 :

Signature of Bidder Page 34 of

Ahmedabad Municipal Corporation

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

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 reinforcement.

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

(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

SECTION. NO. 9.1, PAGE NO .

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

Signature of Bidder Page 35 of

Ahmedabad Municipal Corporation

ITEM NO . 10 : P ROVDG. 15 M M. THICK C EMENT PLASTER IN SINGLE COAT ON FAIR SIDE OF BRICK CONCRETE

WALLS FOR INTERIOR P LASTERING UPTO FLOOR FOUR LEVEL AND FINISHED EVEN AND SMOOTH / MALA P LASTER

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

SCAFFOLDING : WOODEN BALLIES, BAMBOOS, PLANKS, TREATLES AND OTHER SCAFFOLDING SHALL

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

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

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

AFFLORESCENCE AND OTHER FOREIGN MATTER BY WATER OR BY BRUSHING . SMOOTH SURFACE SHALL

BE ROUGHENED BY WIRE BRUSHING IF IT IS NOT HARD AND BY RACKING IF IT IS HARD . IN CASE OF

CONCRETE SURFACE, IF A CHEMICAL RETARDER HAS BEEN APPLIED TO THE FORM WORK, THE SURFACE

SHALL BE ROUGHENED BY WIRE BRUSHING AND ALL THE RESULTING DUST AND LOOSE PARTICLES

CLEANED OFF AND CARE SHALL BE TAKEN THAT NONE OF THE RETARDER IS LEFT ON THE SURFACE.

TRIMMING OF PROJECTIONS ON BRICK/CONCRETE SURFACE WHERE NECESSARY SHALL BE CARRIED OUT

TO GET AN EVEN SURFACE.

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

SUFFICIENT PERIOD BEFORE CARRYING OUT THE PLASTER WORK.

THE WORK SHALL NOT BE SOAKED BUT ONLY DAMPED EVENLY BEFORE APPLYING THE PLASTER. IF 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. S HALL 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. THE MORTAR SHALL

THEN BE APPLIED IN UNIFORM SURFACE SLIGHTLY MORE THAN THE SPECIFIED THICKNESS, THEN

BROUGHT TO A TRUE SURFACE BY WORKING A WOODEN STRAIGHT EDGE REACHING ACROSS THE

GAUGES WITH SMALL UPWARD AND SIDEWAYS MOVEMENT AT A TIME. FINALLY, THE SURFACE SHALL

BE FINISHED OFF TRUE WITH A TROWEL OR WOODEN FLOAT ACCORDING AS A SMOOTH OR A SANDY

GRANULAR TEXTURE IS REQUIRED. E XCESSIVE TROWELLING OR OVERWORKING THE FLOAT SHALL BE

AVOIDED. ALL CORNERS , ARRISES , ANGLES AND JUNCTIONS BE TRULY VERTICAL OR HORIZONTAL AS

THE CASE MAY BE AND SHALL BE CAREFULLY FINISHED. R OUNDING OR CHAMFERING CORNERS

ARRISES JUNCTIONS ETC . SHALL BE CARRIED OUT WITH PROPER TEMPLATES TO THE SIZE 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

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.

EACH COAT SHALL BE KEPT DAM CONTINUOUSLY TILL THE NEXT COAT IS APPLIED OR FOR A MINIMUM

PERIOD OF 7 DAYS . MOISTENING SHALL COMMENCE AS SOON AS PLASTER IS HARDENED SUFFICIENTLY.

SOAKING OF WALLS SHALL BE AVOIDED AND ONLY AS MUCH WATER AS CAN BE READILY ABSORBED

SHALL BE USED EXCESSIVE EVAPORATION ON THE SUNNY OR WINDWARD SIDE OF BUILDING IN HOT AIR

OR DRY WEATHER SHALL BE PREVENTED BY HANDLING MATTINGS OR GUNNY BAGS ON THE OUTSIDE

OF THE PLASTER AND KEEPING THEM 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 36 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 ONE FACE ONLY.

(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

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 37 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 MATERIALS :

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

THE WORK SHALL BE CARRIED OUT FOR SKIRTING AS DEDO. BEFORE FIXING GLAZED TILES OF SHADE AND SIZE AS

SPECIFIED, THE SURFACE SHALL BE PREPARED BY HEAVY SCARPING , MAKING JOINTS ETC . TO THE REQUIRED LINE , LEVEL

AND PLUMB. THE SURFACE SHALL BE THOROUGHLY WETTED BEFORE COMMENCING THE LAYING WORK . THEREAFTER

ABOUT 10 MM . THICK BACKING OF CEMENT MORTAR IN SPECIFIED PROPORTION SHALL BE APPLIED ON THE SURFACE IN

TRUE LIKE AND LEVEL GENERALLY AS PER SPECIFICATIONS OF PLASTER ITEM .

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 . ANY PIPES COMING OUT OF THE WALL THROUGH THE DEDO OR SKIRTING

SHALL ONLY BEAT AT THE INTERSECTIONS OF THE HORIZONTAL AND VERTICAL JOINTS . T HE TILES SHALL NOT HAVE

STAGGERED JOINTS . THE JOINTS SHALL BE TRUE TO ENTIRE LINE BOTH WAYS AND VERTICAL JOINTS SHALL BE IN LINE

WITH JOINTS OF FLOORING. TILES SHALL BE FIXED AS CLOSE AS POSSIBLE TO THE ADJOINING TILES AND ANY DIFFERENCE

IN THE THICKNESS OF THE GLAZED TILES SHALL BE EVENED OUT IN THE CEMENT PASTE SO THAT ALL THE TILES FACES ARE

SET IN CONFORMLY WITH ONE ANOTHER. THE SKIRTING SHALL PROJECT UNIFORMLY AND NOT MORE THAN 6 MM.

THICKNESS BEYOND THE FINISHED SURFACE ABOVE . T OP OF SKIRTING OF DEDO SHALL BE TRULY HORIZONTAL . T HE RISES

OF STEPS , SKIRTING OR DEDO SHALL REST ON TOP OF TREADS OF FLOORING WHEREVER REQUIRED . T HE 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. IN 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 . THE MORTAR SHALL THEN BE SPREAD IN

THICKNESS NOT LESS THAN 10 MM AT ANY PLACE AND AVERAGE 12 MM THICKNESS . THE PROPORTION OF THE CEMENT

MORTAR SHALL BE AS SPECIFIED IN THE ITEM.

THE TILES BEFORE LAYING SHALL BE SOAKED IN WATER FOR ATLEAST TWO HOURS NEAT GRACIE CEMENT GROUT AT

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

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

TAPPED WITH A WOODEN MALLET TILL THEY ARE PROPERLY BEDDED AND IN LEVEL WITH THE ADJOINING TILES . 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 . WHERE 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 . WHITE CEMENT SHALL BE USED

FOR POINTING THE JOINTS ., AFTER FIXING THE TILE FINALLY IN AN EVEN THE FLOORING SHALL BE KEPT WET AND

ALLOWED TO NATURE UNDISTURBED FOR 7 DAYS .

THE SURPLUS CEMENT GROUT THAT MAY HAVE COME OUT OF THE JOINTS SHALL BE CLEARED OFF BEFORE IT SETS. ONCE

THE FLOOR HAS SET , IT SHALL BE CAREFULLY WASHED , CLEARED BY DILUTE ACID AND DRIED. PROPER PRECAUTION AND

MEASURES SHALL BE TAKEN TO ENSURE THAT THE TILES ARE NOT DAMAGED INANY WAY TILL THE COMPLETION OF THE

Signature of Bidder Page 38 of

Ahmedabad Municipal Corporation

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 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

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. T HE SIDES SHALL BE TABLE RUBBED

WITH COARSE SAND BEFORE PAVING. ALL 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. (AVERAGE ) 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: 6 COARSE SAND) OR L.M. 1:1.5 OF AVERAGE THICKNESS 20 MM. AS GIVEN IN THE DESCRIPTION OF

THE ITEM. S UB 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. T HE 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 . IT SHALL BE LIFTED AND LAID ASIDE . TOP SURFACE OF THE MORTAR SHALL THEN BE CORRECTED BY ADDING FRESH

MORTAR AT HOLLOWS OR DEPRESSIONS . T HE 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.

THE 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 . T HE JUNCTION BETWEEN THE WALL FLOOR SHALL BE FINISHED

NEATLY . THE FINISHED SURFACE SHALL BE TRUE TO LEVELS AND SLOPES AS DIRECTED. THE FLOOR SHALL BE KEPT WET

FOR A MINIMUM PERIOD OF 7 DAYS . SO 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 . T HE STONE SHALL THEN BE WASHED CLEAN WITH WATER. W HEN DIRECTED BY THE E NGINEER-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 . THEN 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.

Signature of Bidder Page 39 of

Ahmedabad Municipal Corporation

1.0.M ATERIALS:

W ATER SHALL CONFORM TO M-L. C EMENT SHALL CONFORM TO M-3. SAND 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 .

2.0. WORKMANSHIP :

2.1. T HE 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 ENGINEER-IN -CHARGE .

IT SHALL CARRIED OUT ON A WATER TIGHT PLATFORM AND CARE SHALL BE TAKEN. TO ENSURE THAT MIXING IS

CONTINUED UNTIL THE MASS IS UNIFORM IN COLOUR AND CONSISTENCY . HOWEVER, IN SUCH CASES 10% MORE

CEMENT THAN OTHERWISE REQUIRED SHALL HAVE TO BE USED WITHOUT ANY EXTRA COST . T HE 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 . FINISHING 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 . THE SURFACE SHALL BE LEFT FOR SOME TIME TILL MOISTURE DISAPPEARS FROM IT .

FRESH QUANTITY OF CEMENT SHALL BE MIXED WITH WATER TO FORM A THICK SLURRY AND SPREAD OVER THE SURFACE

WHILE THE CONCRETE IS STILL GREEN . U SE 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. T HE 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 . FLOORING 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 . ANY DAMAGE

DONE TO WATER SUPPLY OR SANITARY FITTINGS DURING EXECUTION OF WORK SHALL BE MADE GOOD

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. THE 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

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 . I N 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 CATEGORY .

C LEARING THE SITE:

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

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

Signature of Bidder Page 40 of

Ahmedabad Municipal Corporation

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

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

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

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

BENCH MARKS AND SHALL MAINTAIN THEM AS LONG AS REQUIRED AND DIRECTED .

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

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

SHUTTING OR PROVIDING NECESSARY SLOPES TO A SAFE ANGLE , AT HIS OWN -COST . THE PAYMENT FOR SUCH

PRECAUTIONARY MEASURES SHALL BE PAID SEPARATELY IF NOT SPECIFIED. T HE BOTTOM OF THE EXCAVATED AREA SHALL

BE 1 EVENED BOTH LONGITUDINALLY AND TRANSVERSELY . AS DIRECTED BY REMOVING AND WATERING AS REQUIRED. NO

EARTH FILLING WILL BE ALLOWED FOR BRINGING IT TO LEVEL, IF MISTAKE OR ANY OTHER REASON EXCAVATION IS

MADE .DEEPER 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. THE 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) F OUNDATION

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

WORKS , S ECTION . NO . 1.01, P AGE NO .

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

ROCK AND FLY ASH

LIME, MURRUM, BUILDING RUBBISH

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

KM . LEAD OR AS DIRECTED AND ORDERED BY THE E NGINEER-IN - CHARGE , SO AS NOT TO CAUSE ANY INCONVENIENCE TO

THE PUBLIC /TRAFFIC. T HE 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 M UNICIPAL C ORPORATION AT

THE RISK AND COST OF THE CONTRACTOR AND NO CLAIM OR DISPUTE SHALL BE ENTERTAINED IN THIS RESPECT .

Signature of Bidder Page 41 of

Ahmedabad Municipal Corporation

IF 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.

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 SUPER S TRUCTURE UPTO

FLOOR TWO LEVEL .

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

WORKS , S ECTION . NO . 6.31, P AGE 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 G RILL . (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 25 MM. (UPTO 10 TON )

THE RATE SHALL BE FOR UNIT OF SMT.

ITEM NO.20 P ROVIDING SCAFFOLDING FOR DEMOLATION , P LASTER WORK & PAINTING WORK BY "H" F RAME

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 ACRYLIC 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

BRAND & M ANUFACTURES AFTER THOROUGHLY BRUSHING THE SURFACE TO REMOVE ALL DIRT & REMAINS OF LOOSE

POWERED MATERIALS .

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 M AIN 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 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 .

THE RATE SHALL BE FOR UNIT OF NO.

Signature of Bidder Page 42 of

Ahmedabad Municipal Corporation

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 E NGINEER INCHARGE .

THE RATE SHALL BE FOR UNIT OF NO.

ITEM NO.25 Majdoor (Male)

THE RATE SHALL BE FOR UNIT OF NO.

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

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 20 MM 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 20CM RECTANGULAR ADDITIONAL PLATE. P ROVIDING AND FIXING OF

REFLECTORISED CAUTIONARY , MANDATORY AND I NFORMATIVE 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 65 MM 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 45 CMX 45 CMX 60CM BELOW FOOTPATH/ GROUND LEVEL AS PER APPROVED DRAWING

INCLUDING EXCAVATION , CURING ETC. COMPLETE UNDER THE SUPERVISION OF ENGINEER I N C HARGE . T HE POLE SHALL

BE P AINTED WITH BEST Q UALITY EPOXY COATING IN B LACK AND WHITE B ENDS . THE DETAILS OF SYMBOL FOR EACH

BOARD SHALL BE AS PER THE INSTRUCTION OF ENGINEER INCHARGE . (AS PER APPROVED RA OF T RAFFIC

THE RATE SHALL BE FOR UNIT OF NOS.

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

Signature of Bidder Page 43 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT (CENTRAL ZONE)

BILL OF QUANTITY

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QTY. ITEM RATE UNIT

1 Demolition including stacking of serviceable materials and disposal or

serviceable materials with all leads and lifts

8 (I ) RCC Work 1047.40 Cmt

Demolition of Brick work and stone masonry including stacking of

2 16 serviceable materilas and disposal of unserviceable materials with all lead 544.95 Cmt

and lift.(ii) In Cement Mortar.

Dismentling doors, windows, ventilators etc. (wood or steel) shutters

3 33 including chowkhats architraves, holdfasts and other attachment etc. 185.85 Smt

complete and stacking them within all lead and lift.(i) Not exceeding 3 Sq.M.

Removing and scraping of old deteriorated plaste of any thickness fromm

4 50 wall / R.C.C membe including stacking of serviceable material and disposal 19.38 Sq.M.

of unserviceable from site o work with al lead and lift

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

5 40 stacking of serviceable materilas and disposal of unserviceable materials 47.25 Sqm

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

Providing and laying controlled cement concrete M-200 and curing

6 complete, excluding the cost of form work and reinforcement for reinforced

concrete work in:

17 (A) Foundations, footings, base of columns, and mass concrete. 3977.90 Cmt

2 (B) Walls from top of foundations/level up to floor two level. 4484.20 Cmt

17 (C) Slabs, landing shelves, Balconies, lintels, beams, girders, and 4460.40 Cmt

cantilever, up to floor two level.

17 (D) Columns, Pillars posts and struts upto floor two level. 4558.20 Cmt

Brick work using common burnt clay building brick having crushing strength

7 17 not less than 3 kg./Sq.Cm. in foundation and plinth in Cemen Mortar 1:6 (1- 3981.20

Cement : 6 -fine sand)(B Conventional

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

(B) Conventional

8 500 Providing TMT Bar FE 415 reinforcement for R.C.C. work including bending, 66.59 Kg.

binding and placing in position complete upto floor two level .

Providing form work in ordinary timber planking so as to give a rough finish

9 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

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

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

bressumers and lintels not exceeding 1 M in depth.

35 (G) Columns Pillars Posts and struts. (1) Square Rectangular Polygonal in 297.68 Smt

Providing 15mm thick cement plaster in single coa on Rough (Similar)side

10 40 of single or half brick wall for interior plastering upto floor two level an 174.83 Smt

finished even and smooth in (i) Cement mortar 1: (1-cement:3-sand)

20 mm thick sand faced cement plaster on walls up to height 10 metres

11 40 above ground level consisting of 12 mm thick backing coat of C.M.1:3(1- 297.68 Smt

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

sand) etc. complete.

Signature of Bidder Page 44 of

Ahmedabad Municipal Corporation

Providing and laying white glazed tiles 6mm thick in skrting

12 35 risersofstepsanddedoon10mm thick cement plaster 1:3(1-cement:3-coarse 908.17 Sq.M.

sand) and jointed with white cement slurry (upto 10 ton).

Providing and laying polished Kota stone slab (Polished, 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.((R & B SOR for

Building works 2021-22,P.158,Item No.14.43)

Excavation for foundation up to 1.5 tm. depth in all type of hard and soft soil

14 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.

50 (A) Loose or soft soil 115.92 Cu.M

15 30 Providing and laying cement concrete1:5:10(1cement:5coarsesand:10hand 2492.50 Cmt.

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

(i) Half brick masonry in common brunt clay building bricks having crushing

17 150 strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 - 583.49 Sqm

coarse sand ) in foundation and plinth (B) Conventional

Providing and fixing M.S. grills of required pattern to wooden frames of

18 300 windows etc. with M.S. flats at required spacings and frame alround, 100.17 kg

square or round bars with round headed bolts and nuts or by screws (A)

Plain Grill. (upto 10 ton)

19 90 Providing and fixing tiles roofing with manglore tiles including teak reepers 258.30 Rmt

of sizes 50mm x 25mm. (upto 10 ton)

Providing Scaffolding for Demolation , Plaster work & painting work by "H"

20 300 Frame Stand of by any means like bamboo, valli etc. inluding carting 40.00 Smt

material work site and removing after compltion of work. Rate include any

type rent etc complet for any height as directerd by engg. inchargeSub:-

Finishing wall with Apex Ultima Acrylic paint of " Asian Paint " or equivalent

on wall surfaces (two coats) to give required even shade after application of

Exterior Primer of Approved Brand & Manufactures after thoroughly

brushing the surface to remove all dirt & remains of loose powered

materials.(N.S.)

Box type metal letters forming composite box made from 1mm thick

22 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 60 400mm high 1000.00 Nos.

b 60 300 mm high 750.00 Nos.

c 60 230 mm high 565.00 Nos.

Providing & Fixing Name Plate in Coloured Tiles fixing in middle of Back

23 20 with required length & width. The rate is inclusive of lettering / slogan given 140.00 No.

by Engineer In-Charge. The financial grant year must be mentioned in name

Stainless Steel metal Letters: Providing and Fixing 175 mm size letters

24 50 Stainless steel brush / matt finish metal letters in any language as directed. 980.00 Nos

Raye includes fixing the same at any height and level as directed by the

Engineer incharge.

25 70 Majdoor (Male) 551.00 Each

Applying priming coat over new steel and other metel surface after and

26 40 including preparing the surface by throughly cleaning, oil,grease, dirt and 34.34 Sqm

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 45 of

Ahmedabad Municipal Corporation

Painting two coats (excluding priming coat) on new steel and other metal

27 50 surface with enamel paint, brushing, interior to give an even shade including 86.94 Sqm

cleaning the surface an even shade including cleanicn the surface of all dirt,

dust and other foreign matter.

Painting two coats (excl. priming coat) on peviously painted steel & other

28 50 Metal surfacer with enamel paint, brushing, interior to give an even shade 54.35 Smt

incl. cleaning the surface of all dirt, dust and other foreign matter.

Painting one coat (excluding priming coat) on previously painted wood and

29 30 wood based surfaces with enamel paint to give even shade including 87.11 Smt

cleaning of all dirt, dust and other foreign matter.

Providing and laying Red stone stone slab flooring over 20mm base of

30 17 cement mortar 1:6 or L.M. 1:1.5 laid and jointed with grey cement slurry incl. 1800.00 Smt

rubbing and polishing complete.

Informatory signage 60cmx45cm rectangular plus 45 cm x 20cm 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 5045.00 Nos

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 Add.city.engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 46 of