Const. R.C.C. Gate at Kalapinagar area Diff. Society under Muni. Counsilor, M.P., M.L.A. Budget in Asarva Ward

Name of work: Btæg Ítul ymthJt Jtuzobtk fjtveldh rJM<thbtk ybu .ve., yub.yuj.yu., ftWLmeÕth©e îtht Vt¤Juj

csux <ubs yLg csuxbtk&e swoee swoee mtumtgxeytu lt yth.me.me.dux cltJJtlt ftb ctc<.

Tender Invited on Behalf of AMC, Central Zone.

Assistant Manager, Central Zone,

Central Zone Zonal Office”, B – Wing,

Third Floor,Sardar Patel Bhavan,

Danapith, Ahmedabad-380001.

Signature of Bidder Page 2 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

Notice inviting Tender

Competent authority on behalf of Municipal Commissioner of 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 Btæg Ítul ymthJt Jtuzobtk fjtveldh rJM<thbtk ybu .ve., yub.yuj.yu.,

ftWLmeÕth©e îtht Vt¤Juj csux <ubs yLg csuxbtk&e swoee swoee mtumtgxeytu lt

yth.me.me.dux cltJJtlt ftb ctc<. (yu.yth.me.)

2 Estimated Tender Amount Rs. 9,98,226.75 (excluding of gst) gst will be paid extra by amc /

authority at prevalling rate to The contractor

3 Tender fee Rs.900.00

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

4 Time Limit 12 Months (excluding monsoon)

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

Documents loaded mentioned AS PER TENDER NOTICE INVITED

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

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

7 Earnest Money Deposit Rs. 9982.00 (Demand Draft / pay order / Bank Guarantee in favour of

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

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

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

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

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

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

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

physically along with the Physical Submission when applicable.

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

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

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

Sardar Patel Bhavan, Danapith, Ahmedabad-380001.

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

non responsive and shall be summarily rejected.

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

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

website as per Schedule mentioned in Notice inviting

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

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

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

Schedule mentioned in Notice inviting Tender.

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

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

be entertained under any circumstances.

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

rate in BOQ online only until specified.

Price Bid shall be submitted physically duly signed & seal without

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

Signature of Bidder Page 1 of

Ahmedabad Municipal Corporation

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

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

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

pay order / Bank Guarantee in favour of Municipal Commissioner,

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

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

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

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

days beyond Date of completion of work.

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

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

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

charged by AMC.

15 Deductions from Running

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

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

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

deducted from each running bill.

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

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

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

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

said Tender and bound to bidder with out any condition.

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

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

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

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

shall be considered non-responsive.

Seal and Signature of the Bidder Add.city.engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 2 of

Ahmedabad Municipal Corporation

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

TENDER DECLARATION FORM

Dy.City Engineer

Ahmedabad Municipal Corporation,

Name of Work:- Btæg Ítul ymthJt Jtuzobtk fjtveldh rJM<thbtk ybu .ve., yub.yuj.yu., ftWLmeÕth©e îtht Vt¤Juj

csux <ubs yLg csuxbtk&e swoee swoee mtumtgxeytu lt yth.me.me.dux cltJJtlt ftb ctc<.

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

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

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

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

MUNICIPAL CORPORATION.

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

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

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

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

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

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

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

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

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

and take necessary action as deemed fit.

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

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

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

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

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

accordance with conditions in the aforesaid documents.

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

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

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

more than one tender.

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

of opening of the tender.

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

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

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

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

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

Documents found false/fake then Municipal Commissioner/AMC has right to take any

action/penalty/punishment against me.

Signature of Bidder Page 3 of

Ahmedabad Municipal Corporation

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

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

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

Yours faithfully

Seal and Sign of Contractor

Signature of Bidder Page 4 of

Ahmedabad Municipal Corporation

INSTRUCTIONS TO BIDDERS

1. Scope of Bid

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

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

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

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

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

2.0 Source of Funds

Ahmedabad Municipal Corporation has arranged the fund for this project.

3.0 Eligible Bidders

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

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

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

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

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

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

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

4.0 Qualification of the Bidder

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

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

5.0 DISQUALIFICATION

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

disqualified if they have,

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

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

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

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

debarring from AMC work etc.

• Tampered the bid document in any manner.

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

purpose of restricting competition.

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

advisors in any manner whatsoever.

• Proposal not submitted in accordance with this tender.

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

commercial terms.

• The bidder qualifies the proposal with his own conditions.

• Proposal is received after due date and time.

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

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

before the due date of opening.

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

Earnest Money Deposit.

Signature of Bidder Page 5 of

Ahmedabad Municipal Corporation

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

Translation in case of other language adopted for tender preparation.

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

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

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

• Any condition which affect the cost.

• If it is joint venture.

5.1 Debarment / Black listing

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

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

be decided by the Employer.

6.0 Cost of Bidding

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

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

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

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

road aggregates etc. and obtain all information that may be necessary for preparing the Bid and

entering into a contract for construction of the Works. The costs of visiting the Site shall be at

the Bidder's own expense.

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

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

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

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

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

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

No claim shall be entertained for the same.

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

claim shall be entertained for the same.

B. BIDDING DOCUMENTS

9.0 Content of Bidding Documents

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

1. Notice inviting e-Tender

2. Special conditions of Contract

3. Instructions to Bidders

4. Qualification Information

5. Conditions of Contract

6. Technical Specifications

7. Forms of Bid

8. Bill of Quantities

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

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

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

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

10.0 Amendment of Bidding Documents

Signature of Bidder Page 6 of

Ahmedabad Municipal Corporation

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

by issuing addendum.

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

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

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

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

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

submission of bids.

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

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

C PREPARATION OF BIDS

11.0 Language of the Bid

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

12.0 Documents comprising bid

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

• Technical Bid

• Financial Bid

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

• Required Registration Certificate

• Other requested documents

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

Instructions to Bidders (ITB)

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

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

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

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

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

13.0 Bid Prices

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

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

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

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

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

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

and any other reasons.

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

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

otherwise, in the contract.

14.0 Currencies of Bid and Payment

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

Signature of Bidder Page 7 of

Ahmedabad Municipal Corporation

15.0 Bid Validity

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

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

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

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

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

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

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

security for a period of the extension.

16.0 Earnest Money / Bid Security

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

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

Commissioner, Ahmedabad valid for 120 days.

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

Signature of Bidder Page 8 of

Ahmedabad Municipal Corporation

Signature of Bidder Page 9 of

Ahmedabad Municipal Corporation

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

non-responsive.

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

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

returned as promptly as possible.

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

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

signed the agreement.

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

Agreement and furnished the required security deposit.

16.7 The Bid Security shall be forfeited,

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

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

(i) sign the Agreement; or

(ii) Furnish the required security deposit.

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

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

guarantee shall be of Ahmedabad City only.

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

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

Union, where executed.

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

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

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

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

aforesaid under the seal of the Bank.

D. SUBMISSION OF BIDS

17.0 Sealing and Marking of Bids

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

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

be marked as follows:-

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

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

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

contact details & name of the work.

17.2 The inner and outer envelopes

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

Assistant Manager- Central Zone,

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

Signature of Bidder Page 10 of

Ahmedabad Municipal Corporation

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

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

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

returned unopened to the bidder.

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

unopened to the bidder.

20.0 NOTIFICATION OF AWARD & SIGNING OF AGREEMENT

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

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

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

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

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

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

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

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

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

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

21.0 SIGNING OF CONTRACT AGREEMENT

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

Signature of Bidder Page 11 of

Ahmedabad Municipal Corporation

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

signing the Agreement with the Employer.

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

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

Deposit / Bid Security.

22.0 SECURITY DEPOSIT

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

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

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

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

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

annum will be charged by AMC.

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

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

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

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

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

submission or discontinuity of the bank guarantee.

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

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

correct value of contract.

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

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

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

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

and conditions of the tender.

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

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

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

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

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

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

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

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

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

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

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

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

with acceptable Security Deposit.

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

contract are not completed in all respects.

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

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

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

Signature of Bidder Page 12 of

Ahmedabad Municipal Corporation

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 13 of

Ahmedabad Municipal Corporation

GENERAL CONDITIONS OF CONTRACT

1.0 Liquidated Damages

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

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

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

Liquidated Damages.

1.2 Conditions mentioned in the AMC Finance Department Circular AMC no. 18 Date: 23/05/2017

and all latest Circulars shall be applicable.

2.0 Retention Money

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

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

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

/ incomplete work.

3.0 Subcontracting

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

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

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

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

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

contract or supply of material or engagement of labour.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

the prevailing labour Laws.

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

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

safety is avoided all the time in respect of,

Safety of the works

Signature of Bidder Page 14 of

Ahmedabad Municipal Corporation

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

by him for the works

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

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

• Any authorized third party persons on the site.

• Contractor’s plant and equipment

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

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

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

convenience of the public or other.

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

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

consequence of his method of operation.

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

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

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

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

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

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

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

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

no damage is caused to any structure due to scaffolding.

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

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

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

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

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

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

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

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

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

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

expenses of legal matters shall be borne by contractor.

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

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

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

theft, damage, penalty etc. whatsoever on this account.

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

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

and used at site.

6.0 Contractor to keep site clean:

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

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

7.0 Clearance of site on completion:

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

rubbish, temporary works of every kind.

Signature of Bidder Page 15 of

Ahmedabad Municipal Corporation

A. COST CONTROL

8.0 Bill of Quantities

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

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

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

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

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

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

required by the representative of the Engineer shall be supplied by the contractor.

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

etc. is to be made.

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

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

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

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

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

 Omit any such work,

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

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

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

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

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

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

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

default shall be borne by the Contractor.

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

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

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

the same order of priority.

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

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

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

(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

Signature of Bidder Page 16 of

Ahmedabad Municipal Corporation

 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 duties, which he is bound to

recover in accordance with the applicable law.

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

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

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

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

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

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

to such authority all the fees that may have to be paid for the material, plants, equipments etc.

The Contractor shall also adhere to all traffic restrictions notified by the local authorities. He

shall protect and indemnify the Owner and its officials & employees against any claim or

liability arising out of violations of any such laws, ordinances, orders, decree, whether by

himself or by his employees or his authorized representatives. Nothing extra shall be payable

on these accounts.

13.0 Labour Welfare Cess

Signature of Bidder Page 17 of

Ahmedabad Municipal Corporation

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

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

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

14.0 Currencies

All payments shall be made in Indian Rupees.

15.0 Advance Payment

No Advance Payment shall be made.

16.0 Cost of Repairs

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

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

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

B. FINISHING THE CONTRACT

17.0 Completion

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

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

18.0 Termination

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

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

(b) Without reasonable excuse fails –

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

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

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

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

having received.

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

performance of his obligation under the contract.

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

permission of the engineer.

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

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

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.

Signature of Bidder Page 18 of

Ahmedabad Municipal Corporation

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

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

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

fundamental or not.

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

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

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

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

19.0 Contractor's own responsibility

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

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

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

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

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

20.0 Overpayment & Underpayment

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

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

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

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

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

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

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

technical examination of the final bill including all supporting vouchers, abstracts, etc.

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

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

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

of any work done by the Contractor or alleged to have been done by him under the contract, it

shall be recovered by the Municipal Corporation from the contractor by way of all the means

Signature of Bidder Page 19 of

Ahmedabad Municipal Corporation

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

21.0 Materials obtain from dismantling

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

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

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

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

22.0 Dispute to be referred to Arbitrator

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

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

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

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

accordance with the arbitration and conciliation Act.

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

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

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

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

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

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

specifications.

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

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

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

the said clause

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

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

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 33 in

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

where there are no specifications.

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

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

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

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

Signature of Bidder Page 20 of

Ahmedabad Municipal Corporation

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 by the AMC.

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

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

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

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

without the approval of the Engineer in writing.

Seal and Signature of the Bidder Add.city.engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 21 of

Ahmedabad Municipal Corporation

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Signature of Bidder Page 22 of

Ahmedabad Municipal Corporation

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mtûteyu mtF fhe l ntug.

f:- Nh<e xuLzh MJefthJtbtk ytJNu lne.

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

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

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

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

xuLzh MJefthJtbtk ytJNu lne.

(9) rJmkdr< ylu rnmtc stud:

Signature of Bidder Page 23 of

Ahmedabad Municipal Corporation

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

Cwjawf leault rlgbtu ylwmth mhCh fhJtbtk ytJNu.

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

sKtJuj hfb btLg htFJtbtk ytJNu.

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

Ftltbtk&e hfbbtk Cwj sKtg <tu yufb >h btLg htFJtbkt ytJNu ylu >hlt yt^thu

dwKtfth mw^thJtbkt ytJNu.

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

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

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

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

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

fhthvºt fhJtltu hnuNu.

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

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

awfJJtbtk ytJNu lrnk.

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

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

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

ylwmth ftgoJtne fhJtbtk ytJNu.

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

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

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

(11) y:- awfJKe:-

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

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

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

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

>tJt ægtlbtk juJtNu lnek ylu xuLzh Chlth Ftuxe hswyt<lu fthKu y&Jt ftuR Ôgrf<yu

(vAe<u ctk^ftb rJCtdltu fboathe ntug fu l ntug) <ublu ytvuje btne<elu yt^thu vtA¤&e

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

ChJt btxu sYhe yuJe <btb btne<e vtu<tlt vûtu l bu¤Je NfJtlu fthKu vtu<u xuLzh hsw

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

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

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

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

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

Signature of Bidder Page 24 of

Ahmedabad Municipal Corporation

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

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

ytvJtbtk ytJNu.

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

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

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

ftblu jtdw vzNu.

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

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

ydðglt Ctd dKtNu ylu <u mD¤t mne<lt fhth mbd{ ftblu jtdw vzNu.

(yu) yufb ylu f>:-

(2) xuLzh VtuboLþk CtJvºtf

(3) MvuNeVefuNl

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

(2) xuLzh Vtubole yLþMþra-ce

(3) MvuNeVefuNl

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

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

fhJtbkt ytJuj rlKog ykr<b dKJtbkt ytJNu.

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

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

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

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

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

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

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

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

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

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

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

Signature of Bidder Page 25 of

Ahmedabad Municipal Corporation

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

xuLzh ChJwk. bswhtultu rJbtu vK W<thJtu.

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

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

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

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

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

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

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

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

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

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

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

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

<ubs dtuXJJtltu hnuNu.

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

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

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

vtjl fhJtlw hnuNu.

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

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

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

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

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

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

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

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

ftgoJtnele sJtc>the ftuLx[tfxhle hnuNu.

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

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

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

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

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

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

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

Signature of Bidder Page 26 of

Ahmedabad Municipal Corporation

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

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

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

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

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

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

VhSgt< ytvJtlt hnuNu.

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

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

buLgwyj M¾{uJSkd ykdule btdoœrNoft lwk vtjl fhJwk.

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

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

œNtoJuj xtRbjebexbtk vwKo fhJtle hnuNu.

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

yufhthlwk Vtubo

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

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

M&trlf vrhrM&r<le ò<-btne<e bu¤Je Au.

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

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

ftuLx[tfxhle mne ylu rmfft

Signature of Bidder Page 27 of

Ahmedabad Municipal Corporation

TECHNICAL SPECIFICATIONS:

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

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

WITH ALL LEADS AND LIFTS (I ) RCC W ORK

1.0. WORKMANSHIP :

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

DRAWINGS . D EMOLITION IMPLIES TAKING UP OR DOWN OR BREAKING UP . T HIS SHALL CONSIST OF DEMOLISHING WHOLE OR PART

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

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

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

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

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

BY THE E NGINEER -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. THE 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 28 of

Ahmedabad Municipal Corporation

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

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

PROPERLY AND DISPOSING THE UNSERVICEABLE MATERIALS WITH ALL LEAD AND LIFT . T HE RATE ALSO INCLUDES FOR TEMPORARY

STORING FOR THE SAFETY OF THE PORTION NOT REQUIRED TO BE PULLED DOWN OR OF ADJOINING PROPERTY AND PROVIDING

TEMPORARY ENCLOSURES OR PARTITIONS WHERE CONSIDERED NECESSARY . T HE RATE EXCLUDES SCRAPING STRAIGHTENING OF

REINFORCEMENT BUT INCLUDES CUTTING OF REINFORCEMENT .

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

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

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

1.0.W ORKMANSHIP :

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

CEMENT MORTAR IS TO BE DONE :

2.0. MODE OF MEASUREMENTS & PAYMENT:

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

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

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

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

EXCEEDING 3 SQ . M. IN AREA.

1.0. WORKMANSHIP :

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

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

ETC . ARE TO BE DISMENTLED .

2.0. MODE OF MEASUREMENTS & PAYMENT:

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

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

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

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

Signature of Bidder Page 29 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

Mode of measurements & payment :

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

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

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

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

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

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

CANTILEVER, UP TO FLOOR TWO LEVEL .

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

(E) S TAIRCASE UP TO FLOOR TWO LEVEL .

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

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

SECTION . NO. 5.8.2, PAGE NO .

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

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

(A) IN FOUNDATION & P LINTH

(B) SUPER STRUCTURE

(C)ABOVE FLOOR TWO LEVEL

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

SECTION . NO. 6.13, PAGE NO .

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

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

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

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

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

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

Bars shall be bent cold to specified shape and dimensions or as directed using a proper bar

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

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

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

Unless otherwise specified, a ‘U’ type hook at the end of each bar shall invariably be provided to

main reinforcement. The radius of the bend shall not be less than twice the diameter of the

round bar and the length of straight part of the bar beyond the end of the curve shall be at least

four times the diameter of the round bar. In case of bars, which are not round, and in case of

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Ahmedabad Municipal Corporation

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 :

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

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

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

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

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

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

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

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Ahmedabad Municipal Corporation

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

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

The rate shall be for a unit One Kg.

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

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

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

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

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

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

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

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

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

(1) SQUARE , RECTANGULAR, POLYGONAL IN PLAN

(2) CIRCULAR OR CURVED IN PLAN .

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

EXCEEDING 1 M IN DEPTH.

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

EXCEEDING 1 M IN DEPTH.

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

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

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

(Q) VERTICAL FINS AND VERTICAL SUN BREAKERS.

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

SECTION . NO. 9.1, PAGE NO .

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

ITEM NO . 10 : P ROVDG. 15 M M. THICK CEMENT P LASTER 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 IN CM 1:4

W ATER M-1. T HE 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

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Ahmedabad Municipal Corporation

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. SHALL BE FIRST APPLIED HORIZONTALLY AND VERTICALLY AT NOT MORE

THAN 2 METRE INTERVALS OVER THE ENTIRE SURFACE TO SERVE AS GAUGE. THE SURFACES OF THESE GAUGES

SHALL BE TRULY INPLANE OF THE FINISHED PLASTERED SURFACE. T HE MORTAR SHALL THEN BE APPLIED IN

UNIFORM SURFACE SLIGHTLY MORE THAN THE SPECIFIED THICKNESS, THEN BROUGHT TO A TRUE SURFACE BY

WORKING A WOODEN STRAIGHT EDGE REACHING ACROSS THE GAUGES WITH SMALL UPWARD AND SIDEWAYS

MOVEMENT AT A TIME. FINALLY, THE SURFACE SHALL BE FINISHED OFF TRUE WITH A TROWEL OR WOODEN

FLOAT ACCORDING AS A SMOOTH OR A SANDY GRANULAR TEXTURE IS REQUIRED . E XCESSIVE TROWELLING OR

OVERWORKING THE FLOAT SHALL BE AVOIDED. 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

CEMENT PLASTER SHALL BE USED WITHIN HALF AN HOUR AFTER ADDITION OF WATER. A NY MORTAR OR

PLASTER WHICH IS PARTIALLY SET SHALL BE REJECTED AND REMOVED FORTHWITH FROM THE SITE :

IN SUSPENDING THE WORK AT THE END OF THE DAY, THE PLASTER SHALL BE LEFT OUT CLEAN TO THE LINE

BOTH HORIZONTALLY AND VERTICALLY. WHEN RECOMMENDING THE PLASTER , THE EDGES OF THE OLD WORK

SHALL BE SCRAPED CLEAN AND WETTED WITH CEMENT PUTTY BEFORE PLASTER IS APPLIED TO THE ADJACENT

AREA TO ENABLE THE TWO TO PROPERLY JOINT TOGETHER. P LASTERING WORK SHALL BE CLOSED AT THE END

OF THE DAY ON THE BODY OF THE WALL AND NEARER THAN 15 CM. TO ANY CORNERS OR ARRISES .

H ORIZONTAL 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

E ACH COAT SHALL BE KEPT DAM CONTINUOUSLY TILL THE NEXT COAT IS APPLIED OR FOR A MINIMUM PERIOD

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

THICKNESS OF THE PLASTER SHALL BE EXCLUSIVE OF THE THICKNESS OF THE KEY I. E. GROOVES OR OPEN

JOINTS IN BRICK WORK, STONE WORK ETC . OR SPACE BETWEEN LATHS. THICKNESS OF PLASTER SHALL BE

AVERAGE THICKNESS WITH MINIMUM 10 MM. AT ANY POINT ON THIS SURFACE.

THIS ITEM INCLUDES PLASTERING UPTO FLOOR TWO LEVEL.

THE MEASUREMENT OF WALL PLASTERING SHALL BE TAKEN BETWEEN THE WALLS OR PARTITION (DIMENSIONS

BEFORE PLASTERING BEING TAKEN) FOR LENGTH AND FROM THE TOP OF FLOOR OR SKIRTING TO CEILING FOR

HEIGHT. DEPTH OF COVER OF CORNICES IF ANY SHALL BE DEDUCTED.

SOFFITS OF STAIRS SHALL BE MEASURED AS PLASTERING ON CEILINGS, F LOWING SOFFITS SHALL BE MEASURED

FOR JAMBS, SOFFITS, SILLS ETC. FOR OPENINGS NOT EXCEEDING 0.5 SQ. MT. EACH IN AREA FOR ENDS OF JOINTS,

BEAMS, POSTS, GIRDERS , STEPS ETC . NOT EXCEEDING 0.5 SQ. MT. EACH IN AREA AND FOR OPENINGS EXCEEDING

0.5 SQ. MT. AND NOT EXCEEDING 3.0 SQ . MT. IN EACH AREA DEDUCTIONS AND ADDITIONS SHALL BE MADE IN

THE FOLLOWING MANNER :

(a) NO DEDUCTIONS SHALL BE MADE FOR ENDS JOINTS, BEAMS POSTS ETC. AND OPENINGS NOT EXCEEDING

0.5 SQ. MT. EACH AND NO ADDITION SHALL BE MADE FOR REVEALS, JAMBS, SOFFITS, SILLS ETC. OF THESE

OPENING FOR FINISH TO PLASTER AROUND ENDS OF JOINTS , BEAMS , POSTS ETC .

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Ahmedabad Municipal Corporation

(b) DEDUCTION FOR OPENINGS EXCEEDING 0.5 SQ. MT. BUT NOT EXCEEDING 3 SQ. MT. EACH SHALL BE

MADE AS FOLLOWS AND NO ADDITION SHALL BE MADE FOR REVEALS, JAMBS , SOFFITS ETC. SILLS ETC . OF THESE

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

(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 SLURRY.

THE COAT OF CEMENT AND FINE SAND MORTAR OF PROPORTION 1:1 (1.5 MM. THICK ABOUT) SHALL BE APPLIED

TO THE PLASTERED SURFACE WITH A TROWEL TO PROVIDE UNIFORM TEXTURE WHILE THE BASE COAST IS STILL

IN ANY CONTINUOUS FACE OF WALL THE FINISHING TREATMENT SHOULD BE CARRIED OUT CONTINUOUSLY AND

DAY TO DAY BRAKED MADE TO COINCIDE WITH ARCHITECTURAL BREAKS IN ORDER TO AVOID UNSIGHTLY

C URING : ALL THE PLASTER WORK SHALL BE KEPT DAMP CONTINUOUSLY FOR A PERIOD OF 7 DAYS.

M ODE OF MEASUREMENTS & PAYMENT :

THE PAYMENT SHALL BE MADE FOR A UNIT OF 1.0 SQ. MT. OF WORK DONE OVER AND ABOVE THE FINISHING OF

WORK OF BASE COAT.

THE RELEVANT SPECIFICATIONS OF ITEM OF BASE COAT SHALL BE FOLLOWED FOR MEASUREMENTS AND

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

ITEM NO .11 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.

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.

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 TO M-55.

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. T HEREAFTER ABOUT 10 MM. THICK BACKING OF

CEMENT MORTAR IN SPECIFIED PROPORTION SHALL BE APPLIED ON THE SURFACE IN TRUE LIKE AND LEVEL GENERALLY AS PER

SPECIFICATIONS OF PLASTER ITEM.

THE BLACK OF EACH TILE TO BE FIXED SHALL BE SMEARED WITH CEMENT PASTE OF MATCHING COLOUR AND THE GLAZED TILES

SHALL THEN BE GENTLY TAPPED AGAINST THE SURFACE, WITH A WOODEN MALLET. T HE SKIRTING SHALL BE DONE ONLY AFTER THE

FLOORING IS COMPLETED . A NY PIPES COMING OUT OF THE WALL THROUGH THE DEDO OR SKIRTING SHALL ONLY BEAT AT THE

INTERSECTIONS OF THE HORIZONTAL AND VERTICAL JOINTS . THE TILES SHALL NOT HAVE STAGGERED JOINTS. T HE JOINTS SHALL BE

Signature of Bidder Page 34 of

Ahmedabad Municipal Corporation

TRUE TO ENTIRE LINE BOTH WAYS AND VERTICAL JOINTS SHALL BE IN LINE WITH JOINTS OF FLOORING . T ILES SHALL BE FIXED AS

CLOSE AS POSSIBLE TO THE ADJOINING TILES AND ANY DIFFERENCE IN THE THICKNESS OF THE GLAZED TILES SHALL BE EVENED OUT

IN THE CEMENT PASTE SO THAT ALL THE TILES FACES ARE SET IN CONFORMLY WITH ONE ANOTHER . T HE SKIRTING SHALL PROJECT

UNIFORMLY AND NOT MORE THAN 6 MM. THICKNESS BEYOND THE FINISHED SURFACE ABOVE . T OP OF SKIRTING OF DEDO SHALL BE

TRULY HORIZONTAL. THE RISES OF STEPS , SKIRTING OR DEDO SHALL REST ON TOP OF TREADS OF FLOORING WHEREVER REQUIRED .

THE TILES SHALL BE CUT (SAWN ) AND THIN EDGES SMOOTHENED BEFORE USE.

C URING SHALL BE DONE FOR 7 DAYS CONTINUOUSLY.

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

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

SHALL BE LAID ON CEMENT MORTAR BEDDING OF 12 MM THICK IN C.M. 1 :3 . T HE MORTAR SHALL HAVE SUFFICIENT PLASTICITY

FOR LAYING AND THERE SHALL BE NO HARD LUMPS THAT WOULD INTERFERE WITH THE EVENNESS OF BEDDING THE BASE SHALL BE

CLEARED WITH WELL WETTED. T HE MORTAR SHALL THEN BE SPREAD IN THICKNESS NOT LESS THAN 10 MM AT ANY PLACE AND

AVERAGE 12 MM THICKNESS . T HE PROPORTION OF THE CEMENT MORTAR SHALL BE AS SPECIFIED IN THE ITEM .

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

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

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

MALLET TILL THEY ARE PROPERLY BEDDED AND IN LEVEL WITH THE ADJOINING TILES . THERE SHALL BE NO HOLLOWS IN BED OR

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

THE TILES SHALL NOT HAVE STAGGERED JOINTS. THE JOINTS SHALL BE TRUE TO CENTRE LINE BOTH WAYS. THE NEHNI TRAP

COMING IN THE FLOORING SHALL BE SO POSITIONED THAT ITS GRATING SHALL REPLACE ONLY ONE TILE AS FAR AS POSSIBLE .

W HERE FULL SIZE TILES CANNOT BE FIXED, THEY SHALL BE CUT (SWAN0 TO BE REQUIRED SIZE AND THE EDGES RUBBED SMOOTH TO

ENSURE STRAIGHT AND TRUE JOINTS . T HE 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 ., A FTER FIXING THE

TILE FINALLY IN AN EVEN THE FLOORING SHALL BE KEPT WET AND ALLOWED TO NATURE UNDISTURBED FOR 7 DAYS .

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

MODE OF MEASUREMENT & PAYMENT:

THE WORK DONE SHALL BE MEASURED IN SQ. MT. FOR VISIBLE AREA OF WORK DONE, THE LENGTH AND WIDTH OF THE FLOORING

SHALL BE MEASURED NOT BETWEEN THE FACES OF SKIRTING OR DEDOS OR PLASTERED FACE OF WALL AS THE CASE MAY BE . T HE

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

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

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

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

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

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

POLISHED KOTA STONE SHALL CONFORM TO M-49.

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

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

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

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

THE SLAB. BEDDING FOR THE KOTA STONE SLABS SHALL BE CEMENT MORTAR 1:6 (1 CEMENT : 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 .

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Ahmedabad Municipal Corporation

M ORTAR 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. IT 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 . THE MORTAR SHALL THEN BE ALLOWED TO HARDEN BIT . OVER 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 . THE JUNCTION BETWEEN THE WALL FLOOR SHALL BE FINISHED NEATLY . T HE 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.

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

SECOND POLISHING SHALL BE DONE WITH CARBORUNDUM STONE OF 220 OF 350 GRADE GRIT FITTED IN HEAVY MACHINE . WATER

SHALL BE PROPERLY USED DURING POLISHING. THE STONE SHALL THEN BE WASHED CLEAN WITH WATER. WHEN DIRECTED BY THE

ENGINEER-IN-CHARGE WAX POLISH OF APPROVED QUALITY SHALL BE APPLIED ON THE SURFACE WITH THE HELP OF SOFT CLOTH

OVER A CLEAN AND DRY SURFACE . T HEN THE POLISH MACHINE FITTED WITH BOBS SHALL BE RUN OVER IT . T HE 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 C EMENT CONCRETE FLOORING 1:2:4 (1 CEMENT: 2 COARSE SAND : 4 GRADED STONE

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

(A) 40 MM . THICK.

1.0.M ATERIALS :

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

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 . I T SHALL CARRIED OUT ON A

WATER TIGHT PLATFORM AND CARE SHALL BE TAKEN . T O ENSURE THAT MIXING IS CONTINUED UNTIL THE MASS IS UNIFORM IN

COLOUR AND CONSISTENCY . HOWEVER , IN SUCH CASES 10% MORE CEMENT THAN OTHERWISE REQUIRED SHALL HAVE TO BE USED

WITHOUT ANY EXTRA COST . T HE MECHANICAL MIXING SHALL BE DONE FOR PERIOD OF 1/2 TO 2 MINUTES . THE 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 . F RESH QUANTITY OF CEMENT SHALL BE MIXED WITH WATER TO FORM A THICK SLURRY AND SPREAD OVER THE SURFACE

WHILE THE CONCRETE IS STILL GREEN . 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. THE CEMENT SLURRY SHALL THEN BE

PROPERLY PRESSED TWICE BY MEANS OF IRON FLOATS , ONCE , WHENT HE SLURRY IS APPLIED AND THE SECOND TIME WHEN CEMENT

STARTS SETTING AND FINISHED SMOOTH . THE SURFACE SHALL BE MARKED WITH STRING OR B.R.C. FABRIC JALI TO MAKE THE

SURFACE NON -SLIPPERY AS AND WHEN DIRECTED. T HE JUNCTION OF FLOORS WITH WALL PLASTER , DADO OR SKIRTING SHALL BE

ROUNDED OFF WHERE SO REQUIRED UPTO 25 MM . RADIUS . F LOORING IN LAVATORIES AND BATH ROOMS SHALL BE LAID AFTER

Signature of Bidder Page 36 of

Ahmedabad Municipal Corporation

FIXING OF WATER CLOSET AND SQUATTING PANS AND FLOOR TRAPS WHICH SHALL BE PLUGGED WHILE LAYING THE FLOORS AND

OPENED AFTER THE FLOORS ARE COMPLETED. A NY DAMAGE , DONE TO WATER SUPPLY OR SANITARY FITTINGS DURING EXECUTION

OF WORK SHALL BE 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 AS DIRECTED .

3.0. MODE OF MEASUREMENTS & PAYMENT:

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

NO DEDUCTION SHALL BE MADE OR EXTRA PAID FOR ANY OPENING UPTO 0.1 SQ . MT . IN AREA IN THE FLOOR, NOTHING EXTRA

SHALL BE PAID FOR LAYING THE FLOOR AT DIFFERENT LEVELS IN THE SAME ROOM OR THE COURTYARD.

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

ITEM NO . 14 EXCAVATION FOR FOUNDATION UPTO 1.5 MT. DEPTH INCLUDING SORTING OUT STACKING OF USEFUL MATERIAL

& DISPOSING OF EXCAVATED STUFF UPTO 50 MT. LEAD LOOSE OR SOFT SOIL .

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

EXCAVATING IMPLEMENT OR ORGANIC SOIL , GRAVEL SILT , SAND TURFLOAM, CLAY , PEAT ETC ., FALL UNDER THIS 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. THE MATERIALS SO OBTAINED SHALL BE

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

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

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

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

FULL RESPONSIBILITY FOR ALIGNMENT , ELEVATION AND DIMENSION OF EACH AND ALL PARTS OF THE WORK . CONTRACTOR 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 . T HE PAYMENT FOR SUCH PRECAUTIONARY MEASURES SHALL BE PAID

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

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

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

THE 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 ENGINEER - 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 .

Signature of Bidder Page 37 of

Ahmedabad Municipal Corporation

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

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

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

SECTION . NO. 1.01, PAGE NO .

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

LIME , MURRUM, BUILDING RUBBISH

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

AS DIRECTED AND ORDERED BY THE ENGINEER -IN -CHARGE , SO AS NOT TO CAUSE ANY INCONVENIENCE TO THE PUBLIC /TRAFFIC .

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

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

THE SITE . THE 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 .

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

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

EARTH AFTER THE TRENCHES ARE WELL WATERED . THE 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/SQ. CM . IN CEMENT MORTAR 1:4 (1 CEMENT : 4 COARSE SAND ) IN S UPER STRUCTURE UPTO FLOOR TWO LEVEL .

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

SECTION . NO. 6.31, PAGE NO .

ITEM NO.18 I P ROVIDING AND FIXING M.S. GRILLS OF REQUIRED PATTERN TO WOODEN FRAMES OF WINDOWS ETC. WITH

M.S. FLATS AT REQUIRED SPACINGS AND FRAME ALROUND , SQUARE OR ROUND BARS WITH ROUND HEADED BOLTS AND NUTS

OR BY SCREWS (A) P LAIN 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

25MM. (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.

RATE INCLUDE ANY TYPE RENT ETC COMPLET FOR ANY HEIGHT AS DIRECTERD BY ENGG. INCHARGE SUB:-

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 EXTERIOR P RIMER OF APPROVED BRAND &

Signature of Bidder Page 38 of

Ahmedabad Municipal Corporation

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

THE RATE SHALL BE FOR UNIT OF SMT.

ITEM NO.22 BOX TYPE METAL LETTERS FORMING COMPOSITE BOX MADE FROM 1MM THICK STAINLESS STEEL PLATE OF GRADE

304 HAVING BRUSH FINISH OF FOLLOWING FONT SIZE TO BE FIXED AT M AIN GATE 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 T ILES FIXING IN MIDDLE OF BACK WITH REQUIRED LENGTH &

WIDTH. THE RATE IS INCLUSIVE OF LETTERING / SLOGAN GIVEN BY ENGINEER I N -C HARGE . T HE FINANCIAL GRANT YEAR MUST BE

MENTIONED IN NAME PLATE .

THE RATE SHALL BE FOR UNIT OF NO.

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

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

DIRECTED BY THE 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 LEAD.

THE RATE SHALL BE FOR UNIT OF SMT .

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

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

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

THE RATE SHALL BE FOR UNIT OF SMT .

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

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

FOREIGN MATTER.

THE RATE SHALL BE FOR UNIT OF SMT .

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

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

THE RATE SHALL BE FOR UNIT OF SMT .

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

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

THE RATE SHALL BE FOR UNIT OF SMT .

Signature of Bidder Page 39 of

Ahmedabad Municipal Corporation

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 INFORMATIVE SIGN AS PER IRC-67-2012 MADE OF MICRO PRISMATIC GRADE

SHEETING AS PER ASTM 4956-09 T YPE -XI FIXED OVER 4 MM THICK ALUMINUM COMPOSITE MATERIAL SUPPORTED WITH

FRAME FABRICATED FROM SUITABLE SIZE MS ANGLE 40MM X 40 MM X 5 MM RECTANGULAR BOX AS REQUIRED ON A MILD STEEL

ANGLE IRON POST 65MM NB MS MW PIPE OR EQUIVALENT MS P IPE SECTION FIRMLY FIXED TO THE GROUND. T HE TOTAL

HEIGHT OF POLE/S TAND 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 60 CM BELOW FOOTPATH / GROUND

LEVEL AS PER APPROVED DRAWING INCLUDING EXCAVATION , CURING ETC. COMPLETE UNDER THE SUPERVISION OF ENGINEER IN

C HARGE . THE POLE SHALL BE P AINTED WITH BEST Q UALITY EPOXY COATING IN BLACK AND WHITE BENDS. T HE DETAILS OF

SYMBOL FOR EACH BOARD SHALL BE AS PER THE INSTRUCTION OF ENGINEER INCHARGE. (A S 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 40 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT (CENTRAL ZONE)

BILL OF QUANTITY

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csux <ubs yLg csuxbtk&e swoee swoee mtumtgxeytu lt yth.me.me.dux cltJJtlt ftb ctc<.

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 41 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 42 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

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 43 of