Reparing and Renovation work of diff. Building and Muni. School at Diff. Places in Khadia Ward.

Name of work: Ftrzgt Jtuzobtk sw>t sw>t BGþrl.rcÕz´dtu, Mfwjtubtk sYhe hevuh´d <&t heltuJuNl fhJt. (ARC Tender).

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.

AHMEDABAD MUNICIPAL CORPORATION

Notice inviting Tender

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

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

1 Name of work Ftrzgt Jtuzobtk sw>t sw>t BGþrl.rcÕz´dtu, Mfwjtubtk sYhe hevuh´d <&t heltuJuNl

fhJt. (yu.yth.me)

2 Estimated Tender Rs. 999966.60 (exclusive of GST). GST will be paid extra by

Amount AMC/Authority at prevailing rate to the contractor.

3 Tender fee Rs.900

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

4 Time Limit 12 Months

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

Documents down loaded mentioned AS PER TENDER NOTICE

6 Required registration Register “E2” class having in Road Works in PWD in Govt.

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

Govt. or institutions.

7 Earnest Money Deposit Rs.10000.00(Demand Draft / pay order / Bank Guarantee in

(Bid security) favour of Municipal Commissioner, Ahmedabad is to be

(1 % of Estimate put to submitted as prescribed as below. Demand Draft/Bank Guarantee

tender) 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 120 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.03, Dt.28.04.2023. 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 Fees tender 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-

Bid submitted without bid security & tender fee shall be treated

as non responsive and shall be summarily rejected.

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

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

website as per Schedule mentioned in Notice inviting

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

Documents as per check list given in tender shall be

submitted physically in two copies (Original & duplicate) in

sealed envelope as per Schedule mentioned in Notice

inviting Tender.

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

Tenders. The tenders received after latest schedule date and time

will not be entertained under any circumstances.

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

fill percentage rate on amount of BOQ online only until

Price Bid shall be submitted physically duly signed & seal

without mentioning quoted rated, else it shall be considered

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

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

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

Draft / pay order / Bank Guarantee in favour of Municipal

Commissioner, Ahmedabad. Bank Guarantee shall be from

approved list of AMC of banks as per attched ANNEXURE -

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 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 LOI failing which interest @ 4%

per annum will be charged by AMC.

15 Deductions from

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 said work.

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

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

18 Goods & Service Tax As per AMC Finance Department Circular No. 38 dated 21-11-

(GST) 2022. The Rates are Exclusive of GST. Prevailing GST will be

paid separately.

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

said Tender and bound to bidder with out any condition.

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

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

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

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

be considered non-responsive.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

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

said Tender and bound to bidder with out any condition.

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

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

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

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

be considered non-responsive.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

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

TENDER DECLARATION FORM

Additional City Engineer

Ahmedabad Municipal Corporation,

Name of Work:- Ftrzgt Jtuzobtk sw>t sw>t BGþrl.rcÕz´dtu, Mfwjtubtk sYhe hevuh´d <&t heltuJuNl fhJt.

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

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

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

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

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

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

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

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

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

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

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

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

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

necessary action as deemed fit.

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

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

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

Security Deposit as provided for in the aforesaid documents.

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

conditions in the aforesaid documents.

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

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

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

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.

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

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

Commissioner/AMC has right to debar/ blacklist permanently.

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

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

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

Yours faithfully

Seal and Sign of Contractor

INSTRUCTIONS TO BIDDERS

1. Scope of Bid

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

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

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

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

works detailed in the table given in IFB.

2.0 Source of Funds

Ahmedabad Municipal Corporation has arranged the fund for this project.

3.0 Eligible Bidders

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

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

that has been engaged by the Employer to provide consulting services for the preparation or supervision of

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

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

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

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

4.0 Qualification of the Bidder

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

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

• 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

• 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

• 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

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.

• 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) issued.

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

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

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

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

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

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

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

C PREPARATION OF BIDS

11.0 Language of the Bid

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

12.0 Documents comprising bid

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

• Technical Bid

• Financial Bid

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

• Required Registration Certificate

• Other requested documents

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

Instructions to Bidders (ITB)

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

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

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

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

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

13.0 Bid Prices

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

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

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

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

stated in the Bid document. Employer will not compensate the bidder (contractor) for any change

in duties, taxes and other levies payable by the contractor under the contract and any other reasons.

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

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

in the contract.

14.0 Currencies of Bid and Payment

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

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.

A N N E X U R E – I (AMC Finance Department Circular No.03,Dt.28.04.2023)

C. Guarantees issued by following banks will be accepted as SD/EMD on permanent

 All nationalized Banks

D. Guarantees issued by following banks will be accepted as SD/EMD for the period up

to March-31, 2024.The Validity cut-off date in the GR is with respect to the date of

issue of Bank Guarantee irrespective of the date of termination of Bank Guarantee.

1.Commercial Banks :-

1. A U Small Finance Bank

3. City Union Bank

4. DBS Bank India Limited

6. Equitas Small Finance Bank

7. Federal Bank

10.IndusInd Bank

11.Kotak Mahindra Bank

12.Standard Chartered Bank

13.Tamilnadu Mercantile Bank

14.Bandhan Bank

18.Karnataka Bank

19.Krur Vysya Bank

20.South Indian Bank

21.Utkarsh Small Finance Bank

2 Co-operative and Rural Banks Of Gujarat :-

1. The Ahmedabad Mercantile Co-operative Bank Limited

2. Kalupur Commerical Co-operative Bank Limited

3. Nutan nagrik Sahakari Bank Limited

4. Rajkot Nagarik Sahakari Bank Limited

5. Saraswat Co-operative Bank

6. Saurashtra Gramin Bank

7. The Gujarat State Co-Operative Bank

8. The Mehsana Urban Co-operative Bank Limited

9. The Surat District Co-operative Bank

10.The Surat Peoples Co-operative Bank

11.SVC Co-operative Bank LTD.

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

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

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

promptly as possible.

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

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

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

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

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

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

name of the work.

17.2 The inner and outer envelopes

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

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

c) Bear the following identification:

Indicate the name and address of the bidder.

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

for the misplacement or premature opening of the bid.

18.0 DEADLINE FOR SUBMISSION OF THE BID

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

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

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

for the Employer, the Bids will be received up to the appointed time on the next working day. The

Bidder is further required to submit Documents in Physical Form on or before the Bid Due Date and

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

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

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

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

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

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

connection or any other technical reason.

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

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

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

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

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

unopened to the bidder.

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

20.0 NOTIFICATION OF AWARD & SIGNING OF AGREEMENT

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

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

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

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

maintenance of the Works by the Contractor as prescribed by the Contract (hereinafter and in the

Contract called the “Contract Price”).

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

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

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

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

21.0 SIGNING OF CONTRACT AGREEMENT

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

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

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

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

other Bidders that their Bids have been unsuccessful and release their Earnest Money Deposit / Bid

22.0 SECURITY DEPOSIT

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

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

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

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

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

be charged by AMC.

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

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

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

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

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

discontinuity of the bank guarantee.

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

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

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

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

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

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

conditions of the tender.

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

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

Security Deposit. Also in the event of the Contractor's Security Deposit being reduced by reasons of

such deductions, as aforesaid, the Contractor shall, within 14 days of receipt of notice of demand

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

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

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

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

and furnish these to the Engineer-in- Charge one month before the expiry date of the aforesaid

Guarantees originally furnished failing which the existing Bank Guarantees shall be invoked by the

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

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

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

not completed in all respects.

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

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

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

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

office within 15 days of LOA.

23.0 Advance Payment and Security

The Employer will not provide any advance payment.

24.0 Dispute Review Expert

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

binding to the bidder.

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

DETAILS OF COMPLETED / ONGOING LITIGATION / ARBITRATION

Employer Remarks

Year Name of Value of the Reasons/Details for showing

Project Project (Rs.) litigation/arbitration Present Status

 The bidder shall furnish separate table for individual project.

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

treat as null and void.

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

venture may result in disqualification for proposed work.

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

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

be taken against the bidder.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

GENERAL CONDITIONS OF CONTRACT

1.0 Liquidated Damages

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

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

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

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

all latest Circulars shall be applicable.

2.0 Retention Money

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

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

compensate the poor performance of the contractor i.e. poor quality or abandoned / incomplete work.

3.0 Subcontracting

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

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

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

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

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

or supply of material or engagement of labour.

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

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

the Engineer. The Engineer will approve any proposed replacement of key personnel only if their

qualifications, abilities, and relevant experience are substantially equal to or better than those of the

personnel listed in the 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

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

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

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

• Any authorized third party persons on the site.

• Contractor’s plant and equipment

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

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

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

public or other.

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

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

method of operation.

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

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

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

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

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

scaffolding system with all the accessories etc. with adjustable suitable working platforms to access

the areas, with ease for working and inspection. It shall be designed to take all incidental loads. It

should cater to the safety features for workmen. It shall be ensured that no damage is caused to any

structure due to scaffolding.

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

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

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

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

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

and security deposit, if any in this regard shall be borne by him. The Contractor shall abide by all the

rules/ bye laws applicable in this regard and he shall be solely responsible for any penalty on account

of violation of any of the rules and byelaws in this regard.

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

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

legal matters shall be borne by contractor.

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

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

Contractor shall indemnify the Owner against any claim arising out of pilferage / theft, damage,

penalty etc. whatsoever on this account.

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

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

6.0 Contractor to keep site clean:

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

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

7.0 Clearance of site on completion:

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

temporary works of every kind.

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

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

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

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

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

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

 Omit any such work,

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

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

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

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

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

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

contractor or for which he is responsible, any additional cost attributable to such default shall be

borne by the Contractor.

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

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

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

same order of priority.

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

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

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

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

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

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

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

by rate analysis based on the following three methods. , the priority of the documents forming the

Contract shall be as follows:

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

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

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

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

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

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

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

use of all plant, machinery, and equipment, the cost of all temporary and incidental works.

10.3 In case of the rate is to be derived from prevailing market rate, the Contractors profit shall be taken at 10 %

of the final rate derived.

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

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

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

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

Employer, the Contractor, and the Engineer.

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

by giving early warning.

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

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

Contractor the amounts certified by the Engineer.

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

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

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

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

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

11.4 All payments shall be made in Ahmedabad.

12 Taxes and duties

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

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

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

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

accordance with the applicable law.

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

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

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

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

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

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

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

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

officials & employees against any claim or liability arising out of violations of any such laws,

ordinances, orders, decree, whether by himself or by his employees or his authorized representatives.

Nothing extra shall be payable on these accounts.

13.0 Labour Welfare Cess

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

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

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

14.0 Currencies

All payments shall be made in Indian Rupees.

15.0 Advance Payment

No Advance Payment shall be made.

16.0 Cost of Repairs

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

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

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

B. FINISHING THE CONTRACT

17.0 Completion

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

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

18.0 Termination

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

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

(b) Without reasonable excuse fails –

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

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

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

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

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

performance of his obligation under the contract.

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

of the engineer.

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

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

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

or manager for the benefit of his creditors, or if any act is done or event occurs which (under

applicable Laws) has a similar effect to any of these acts of event.

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

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

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

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

Employer, under the contract or otherwise.

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

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

design documents made by or on behalf of the contractor.

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

of the Contract.

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

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

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

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

reconstruction or amalgamation;

(c) The contractor fails to fulfill requirements;

(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

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

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

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

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

in competing for or in the executing the Contract.

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

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

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

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

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

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

the benefits of free and open competition.”

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

other than those listed above, the Engineer shall decide whether the breach is fundamental or not.

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

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

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

including all materials and plant and equipment existing there upon.

19.0 Contractor's own responsibility

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

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

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

the progress of any part of the work, the contractor shall at his own expense rectify such error if called

upon to the satisfaction of the Engineer in charge.

20.0 Overpayment & Underpayment

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

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

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

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

contractor with the Municipal Corporation (which may be available with Municipal Corporation), or

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

the right to carry out post payment audit and technical examination of the final bill including all

supporting vouchers, abstracts, etc.

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

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

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

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

recovered by the Municipal Corporation from the contractor by way of all the means prescribed

above or if any under payment is discovered by the Municipal Corporation, any amount due to the

contractor under this contract or under payment may be adjusted against any amount then due or

which may at any time thereafter become due before payment is made to the contractor from him to

the Municipal Corporation on any other contract account whatsoever.

21.0 Materials obtain from dismantling

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

other than on account of bad or imperfect work, the materials obtained from dismantling will be the

property of the A.M.C. and will be disposed of as per instruction of Engineer-in-charge in the best

interest of the A.M.C.

22.0 Dispute to be referred to Arbitrator

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

such disputes arise during the progress of the work or after the completion or abandonment thereof,

shall be referred an independent Arbitrator appointed by AMC as far possible in consultation with

the agency if it is necessary and such disputes shall be settled in accordance with the arbitration and

conciliation Act.

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

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

for execution of the work or any part thereof possession of which may have been taken by the

Engineer-in-charge under the said clause –5.

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

works not accepted as completed fully in accordance with the sanctioned specifications.

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

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

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

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

contractor before receipt of notice given by the Engineer-in-charge under clause 15 and/or

amount of compensation payable to the contractor under the said clause for loss in respect of

such materials.

(v) The amount of compensation which the contractor shall be liable to pay under clause 17 in

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

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

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

replacing the materials or articles complained of.

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

inferior work or materials as accepted or made use of.

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

(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 concerned.

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

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

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 Additional City Engineer

Date: Ahmedabad Municipal Corporation

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mtF fhe l ntug.

f:- Nh<e xuLzh MJefthJtbtk ytJNu lne.

z:- xuLzh MJefthJw, hœ 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 œtJtuu fhe NfNu lrn fu ftgœtfeg ftgoJtne yt ykdu &R NfNu

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

(9) rJmkdr< ylu rnmtc stud:

nt& ^hJtlt ftbtule ctc< œNtoJ<t CtJ vºtfbtklt sÚ&t ylu hfble ftuRvK Cwjawf

leault rlgbtu ylwmth mhCh fhJtbtk ytJNu.

(1) xuLzh Chlthu œhuf Ftltbtk sKtJuj Nçœtu ylu ytkfzt Jåau ftuR ymkdr<lt fumbtk Nçœtuubtk

sKtJuj hfb btLg htFJtbtk ytJNu.

(2) yufb œh ylu sÚ&tlt Ftuxt dwKtfthlt fthKu ftble ctc<tu œNtoJ<e CtJ vºtflt Ftltbtk&e

hfbbtk Cwj sKtg <tu yufb œh btLg htFJtbkt ytJNu ylu œhlt yt^thu dwKtfth mw^thJtbkt

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

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

(10) y:- ftbltu «tud{um mbgbgtoœt bwsc fhJtltu hnuNu. yt mbgbgotœt 10 jtF mw^elt ftb btxu

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

<theF&e 15 rœJm&e NY &guj dKJtbt ytJNu. <&t <u œhBgtl ftble 3% juFu zevtuÍex Che fhthvºt

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

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

c:- mûtb m•tt îtht xuLzhle bkswheltu XhtJ vtzgt ctœ (LOI) ytvJtbtk ytJNu ðgth ctœ rœl -

btk rm¾gtuhexe zevtuÍex sbt fhtJJtle hnuNu. rm¾gtuhexe zevtuÍex btuze ChJtlt rfMmtbtk

Bgwrl.ftuvtuohuNlbtk «Joðbtl rlgb ylwmth ftgoJtne fhJtbtk ytJNu.

f:- bkswh &guj xuLzhle mbgbgtoœtbtk ftbdehe vqKo l &tg <tu bubtuhuLzb (ltuxem RLJtRxuz xuLzh) btk

sKtJuj «btKu bkswh &guj mbgbgtoœt ctœlt FhuFh ctfe ftble hfblt bn•tb 10% juFu

(jefJezexe zubuSm) vulÕxe Jmwj fhJtbtk ytJNu.

z:- yu.yth.me. xuLzhbtk bkswh &guj sw>t sw>t yk>ts vifelt ftbtu Jfo ytuzoh b¤u&e NY fhJtlt hnuNu.

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

yk>ts hfb Bþsc mbgbgto>t dKtNu.

(1) Yt.1,00,000.00 Mþ^elt ftbtu btxu 02 btm

(h) Yt.3,00,000.00 Mþ^elt ftbtu btxu 03 btm

(3) Yt.5,00,000.00 Mþ^elt ftbtu btxu 04 btm

(4) Yt.5,00,000.00 &e Wvhlt ftbtu btxu 06 btm

(11) y:- awfJKe:-

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

bswhe, vtjF, ÃjtLx, œuFhuF, 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 œh fh<t J^thtle ftuR awfJKe ykdult <ublt ftuR œtJt 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 œtJt hsw fhJt nfœth hnuNu

lnek. <ublw xuLzh ChJt <&t <ubtk swœt swœt CtJ ylu œh 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 sJtcœthebtk&e Axfe NfNu lnek. mœh ftbbtk ftuR vK ò<lt ctk^ftblt bxehegj

Wvh CtJ J^thtu ytvJtbtk ytJNu lrnk.

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

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

rcl Nh<e ckDlf<ot hnuNu.

f:- ftuLx[t¾xhlt œhuf 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

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

ftuLx[tfxhlt cejbtk&e fvt< fhJtbt ytJNu.

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

ce:- xuLzhbtk œNtoJuj ftb mkck^e œM<tJusbtk œNtoJuj rJd<btk rJmkd<<tlt rfMmtbtk leau œNotJuj

¢btlwmth œM<tJusbtk œNtoJuj rJd< d{tng htFJtbkt ytJNu.fhth mkc^e œM<tJustu fhthlt

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

(yu) yufb ylu fœ:-

(2) xuLzh VtuboLþk CtJvºtf

(3) MvuNeVefuNl

z[tu#dbtk fœ, ytfth, ytkfzt fœta Ftuxt ntug <tu btvujt fœ, ytfthlu yLþmhÔþk

(2) xuLzh Vtubole yLþMþra-ce

(3) MvuNeVefuNl

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

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

ytJuj rlKog ykr<b dKJtbkt ytJNu.

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

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

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

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

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

lwfNtl &Nu <tu <ule mkvwKo sJtcœthe (òlbtj) ftuLx[tfxhle vtu<tle hnuNu. mtRx Wvh ftb

œhBgtl bswhtu fu sl<tlt ftuR btKmlt òlbtj lu lwfNtl &tg <ule sJtcœthe ftuLx[tfxhle

hnuNu. vtujem Vrhgtœ &tg <tu <ule sJtc>the vK ftuLxtfxhle hnuNu. CuFz Dme l vzu <ule

sJtc>the vK vtujem Vrhgtœbt ftuLx[tfxhle hnuNu. CuFz Dme l vzu <u btxu mjtb<elt vdjt

(suJt fu œtuhzwk ctk^e bswh Ftztbtk W<thJt, mtuhekd ylu Mx[xekd fhJt rJduhu) je^t Jdh bsqhlu

Ftztbtk W<thNu <tu ftuLx[tfxh s vtujem Vrhgtœbt sJtcœth hnuNu ylu Bgwrl.ftuvtuohuNlltu ftuRvK

MxtV ytlt btxu sJtcœth hnuNu lrn. ytxjwk mbSlu s xuLzh ChJwk. œhuf ftb fh<t bswhtultu

rJbtu vK W<thujtu ntuJtu stuRyu.

(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.<&t atjw ftb

œhBgtl yuLSlegh Rlatso îtht ybœtJtœ Bgwrlmevj ftuvtuohuNlle buxjzuvtu jucbtk xuMxekd

fhtJJt sKtJJtbtk ytJu <tu ftuLx[t¾xh îtht <ulw vtjl fhJtlw 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< rœl 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 ftgœtlw 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 ftgœtfeg jexeduNl ybœJtœ 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 sJtcœthe ftuLx[tfxhle hnuNu.

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

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

vtjl fhJtlw hnuNu.

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

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

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

(26) atjw ftb œhBgtl «tuxufNlle mkvwKo sJtcœthe ftuLx[tfxhle hnuNu. subtk vevzt, œtuhzt 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 œhBgtl 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 œhhtus 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•tt yuze.mexe yuLSlehgh©elu hnuNu.

(29) œhuf ytRxblt MvuNeVefuNl ybœtJtœ 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 œhhtus J^thtltu

zucheÍ WvtzJtbtk lrn ytJu <tu ftuLx[tfxhlt Fauo ylu sutFbu Jdh ltuxemu Jtuxhekd fhtJJtbtk

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

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

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

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

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

VhSgt< ytvJtlt hnuNu.

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

ftb btk ftuRvK mkkstudtubtk bNel ntuj / dxh btk btKmlu W<thJtu lnek <ubs buLgwyj M¾{uJSkd

ykdule btdoœrNoft lwk vtjl fhJwk.

(34) mœh xuLzhle ytRxbtult CtJtu ltKt Ft<t lt mhfgwjh lk.38, <t.21/11/22 <&t mûtb m•ttle

b¤uj bkswhe bwsc GST rmJtg dKºtebtk juJtbt ytJuj <&t «Jo<btl rlgb bwsc GST

awfJJt vtºt &Nu su ægtlu jR <btb cezomu xuLzhtu ChJtlt hnuNu.

(35) mœh xuLzh yk<od<lt ftb mkjøl y.Bgw.ftu.btk vJo<btl <btb rlgbtu/mhfgwjhtu jtdw vzNu <ubs

JF<tu JF< &lth mw^thtytu vK jtdw vzNu. sule ltuk^ jR xuLzhtu ChJtlt hnuNu.

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

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

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

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

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

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

ltkkKtfeg studJtRle vwh<t «btKbtkk ÔgJM&t fhe su <u xuLzhhu xuLzh Cgto vqJuo ytdtu<Y

ytgtuslle <igthe mt&u ftbdehe fhJtle &tg Au.

yufhthlwk Vtubo

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

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

vrhrM&r<le ò<-btne<e bu¤Je Au.

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

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

ftuLx[tfxhle mne ylu rmfft

TECHNICAL SPECIFICATIONS:

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

Name of Work :- Ftrzgt Jtuzobtk sw>t sw>t BGþrl.rcÕz´dtu, Mfwjtubtk sYhe hevuh´d <&t heltuJuNl fhJt.

Item No. 1 Excavation for foundation upto 1.5 M depth including sorting out and stacking useful materials

disposing of the excavated stuff upto 50 meter lead in 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.

Clearing 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. The roots of the trees coming in the sides shall be cut and coated with

The rate of site clearance is deemed to be included in the rate of earth work for which no extra will

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. The contractor shall do the necessary shoring

and shutting or providing necessary slopes to a safe angle, at his own-cost. The payment for such

precautionary measures shall be paid separately if not specified. The bottom of the excavated

area shall be 1 evened both longitudinally and transversely. as directed by removing and watering

as required. No earth filling will be allowed for bringing it to level, if mistake or any other reason

excavation is made. deeper or wider that shown on the plan or directed. 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

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

Item No. 1aExcavation for foundation for depth from 1.5 m to 3.0 m including sorting out

and stacking of useful materials and disposing off the excavated stuff upto 50 Meter

lead.(C) Hard Murrum

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

Filling available excavated earth in trenches, plinth, sides of foundation etc. incl. watering and

The earth obtained from excavation shall be filled in layers not exceeding 20 cms. in depth and

water thoroughly after each layer and shall be properly consolidated with rammers so that no

hollow voids remain there. In general the work shall be carried out in the best manner so that no

hollow voids remain after work. Workmanship in general confirm to C –2.

Mode of Measurement shall be on cubic meter basis.

Item no. 3 filling in plinth with sand under floors including watering, ramming consolidated

and dressing etc. complete.

Sand shall conform to M.

The sand to be used for filling shall be free from salts, organic or other foreign matter, All clods of

earth shall be broken.

As soon as the work in foundation has been completed and measured, the site of foundation shall

be cleared of all debris, brick bats, mortar dropping etc; and filled with sand in layers not

exceeding 20 Cms. Each layer shall be adequately watered rammed and consolidated before the

succeeding layer is laid. The sand shall be rammed with iron rammers where feasible and with the

butt ends of crow-bars, where rammer cannot be used.

The plinth shall be similarly filled with sand in layers not exceeding 20 Cms adequately watered

and consolidated by ramming with iron or wooden rammers. When nfilling reaches finished level,

the surface shall be flooded with water for at least 24 hours and allowed to dry and then rammed

and consolidated.

The finished level of filling shall be kept to shape intended to be given to floor.

In case of large heavy duty flooring like factory flooring, the consolidation may be done by power

rollers, where so specified. The extent of consolidation required shall also be as specified.

Mode of measurement and payment :

The payment shall be made for filling in plinth and trenches, No deduction shall be made for

shrinkage or voids if consolidated as instructed above

The rate includes cost of collecting carting sand with all lead and labour for filling the same in

plinth under floors.

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

Filling in foundation and plinth with murrum or selected soil in layers of 20 cm. thickness including

watering, ramming and consolidating etc. Complete

Filling in foundation and plinth with murrum or selected soil shall be filled in layers not exceeding 20 cms. in depth and

water thoroughly after each layer and shall be properly consolidated with rammers so that no hollow voids remain there.

In general the work shall be carried out in the best manner so that no hollow voids remain after work. Workmanship in

general confirm to C –2.

Mode of Measurement shall be on cubic meter basis.

Providing and laying cement concrete1:5:10 (1-Cement: 5-coarses sand and:10-hand broken stone aggregates 40mm

nominal size) and curing complete excluding cost of formworkin (A) Foundation and Plinth (upto 10 ton)

1.0 Materials: Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6, Grit shall

conform to M-8 Graded stone aggregate 20 mm nominal size shall conform to M-12.

2.1 The concrete mix is not required to be designed by preliminary tests. The proportion of the concrete

mix shall be 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 10 mm nominal size) by volume.

Concrete work shall have exposed concrete surface or as specified in the item.

2.2 The designation ordinary M-100, M-150, M-200, M-250 specified as per I.S Correspond

approximately to 1:3:6, 1:2:4, 1 1/2 :3 and 1:1:2 nominal mix of ordinary concrete by volume respectively.

2.3 The ingredients required for ordinary concrete containing one beg of cement of 50 Kg. by weight

(0.0342 Cu. M) for different proportions of mix shall be as under:

Grade of Total quantity of dry Proportion of fine Quantity of

concrete aggregate by volume aggregate to coarse water per

per 50 Kgs, of cement aggregate 50 Kgs. of

to be taken as the cement

sum of individual maximum.

volume of fine and

coarse aggregates,

M-100 (1:3:6) 300 Liters Generally 1:2 for fine 34 Liters

M-150 (1:2:4) 220 ” aggregate by volume but 32 “

M-200 (1:1 1/2 :3) 160 “ subject to and upper 30 “

M-250 (1:1:2) 100 “ limit of 1:1/2 and lower 27 “

2.4 The water cement ratios shall not more than those specified in the above table. The cement content of

the mix specified in the Table shall be increased if the quantity of water in a mix has to be increased to

overcome the difficulties of placement and compaction so that the water cement ratio specified in the Table is

2.5 Work ability of the concrete shall be controlled by maintaining a water cement ratio that is bound to

give a concrete mix which is just sufficiently wet to be placed and compacted without difficulty with the means

2.6 the maximum size of coarse aggregate shall be as large as possible within the limits specified but in

no case greater than surround all reinforcement thoroughly and to fill the corners of the form.

2.7 For reinforced concrete work, coarse aggregates having a nominal size of 20mm are generally

considered satisfactory.

2.8 For heavily reinforced concrete members as in the case of ribs of main beams the nominal maximum

size of coarse aggregate should usually be restricted to 5 mm less than the minimum clear distance between

the main bars, or 5 mm less than the minimum cover to the reinforcement whichever is smaller.

2.9 Where the reinforcement is widely spaced as in solid slabs, limitations of size of the aggregate may

not be important and the nominal maximum size may sometimes be as greater than the minimum cover.

2.10 Admixture may used in concrete only with approval of Engineer-in-charge based upon the evidence

that with the passage of time, neither the compressive strength of concrete is reduced nor are other requisite

qualities of concrete and steel impaired by the use of such admixtures.

3.0 Workmanship:

3.1 Proportioning: Proportioning shall be done by volume, except cement which shall be measured in

terms of bags of 50 Kg. weight. The volume of one such bag being taken as 0.0342 Cu. Meter. Boxes of

suitable sizes shall be used for measuring sand aggregate. The size of the boxes (internal) shall be 35 cms x

25 cms. and 40 cms deep. White measuring the aggregate and sand, the box shall be filled without shaking

ramming or hammering. The proportioning of sand shall be on the basis of its dry volume and in case of damp

sand, allowances for bulkage shall be made.

3.2.1 For all work, concrete shall be mixed in a mechanical mixer which along with other

accessories shall be kept in first class working condition and so maintained throughout the construction.

Measured quantity of aggregate, sand, cement required for each batch shall be poured into the drum of the

mechanical mixer while it is continuously running. After about half a minute of dry mixing, measured quantity

of water required for each batch of concrete mix shall be added gradually and mixing continued for another

one and half a minute. Mixing shall be continued till materials are uniformly distributed and uniform color of the

entire mass is obtained and each individual particle of the coarse aggregate shows complete coating of mortar

containing its proportionate amount of cement. In no case shall the mixing be done for less than 2 minutes

after all ingredients have been put into the mixer.

3.2.2 When hand mixing is permitted by the Engineer-in-charge for small jobs or for certain other

reasons, it shall be done on the smooth watertight platform large enough to allow efficient turning over the

ingredients of concrete before and after adding water. Mixing platform shall be so arranged that no foreign

material gets mixed with concrete nor does the mixing water flow out. Cement in required number of bags

shall be placed in a uniform layer on top of the measured quantity of fine and coarse aggregate, which shall

also be spread in a layer of uniform thickness on the mixing platform. Dry coarse and fine aggregate and

cement shall then be mixed thoroughly by turning over to get a mixture to uniform color. Specified quantity of

water shall then be added gradually through a rose-can and the mass turned over till a mix of required

consistency is obtained. In hand mixing quantity of cement shall be increased by 10 percent above that

3.2.3 Mixers which have been out of use for more than 30 minutes shall be thoroughly cleaned

before putting in a new batch. Unless otherwise agreed to by the Engineer-in-charge the first batch of

concrete from the mixture shall contain only two thirds of normal quantity of coarse aggregate. Mixing plant

shall be thoroughly cleaned before changing from one type of cement to another.

3.3 Consistency :

3.3.1 The degree of consistency which shall depend upon the nature of the work and methods of vibration of

concrete, shall be determined by regular slump tests in accordance with I.S. 1199-1959. The slump of 10mm

to 25mm. shall be adopted when vibrators are used and 80mm when vibrators are not used.

3.4 Inspection:

3.4.1 Contractor shall give the Engineer-in-charge due notice before placing any concrete in the

forms to permit him to inspect and accept the false work and forms as to their strength, alignment, and general

fitness but such inspection shall not relieve the contractor of his responsibility for the safety of men,

machinery, materials and for results obtained. Immediately before concreting, all forms shall be thoroughly

3.4.2 Centering design and its erection shall be got approved from the Engineer-in-charge. One

carpenter with helper shall invariably be kept present throughout the period of concreting. Movement of labour

and other persons shall be totally prohibited for reinforcement laid in position. for access to different parts,

suitable mobile platforms shall be provided so that steel reinforcement in position is not disturbed. For

ensuring proper cover, mortar blocks of suitable size shall be provided so that steel reinforcement in position

is not disturbed. For ensuring proper cover, mortar blocks of suitable size shall be cast and tied to the

reinforcement. Timber kapachi or metal pieces shall not be used for this purpose.

3.5 Transporting and laying:

3.5.1 The method of transporting and placing concrete shall be as approved. Concrete shall be so

transported and placed that no contemination, segregation or loss of its constituent material takes place.

All form wok shall be cleaned and made free from standing water, dust, show or ice immediately before

placing of concrete.

No concrete shall be placed in any part of the structure until the approval of the Engineer-in-charge has been

3.5.2 Concreting shall proceed continuously over the area between construction joints. Fresh

concrete shall not be placed against concrete which has been in position for more than 30 minutes unless a

proper construction joint is formed. Concrete shall compacted in its final position within 30 minutes of its

discharge from the mixer. Except where otherwise agreed to by the Engineer-in-charge concrete shall be

deposited n horizontal layers to a compacted depth of not more than 0.45 meter when internal vibrators are

used and not exceeding 0.30 meter in all other cases.

3.5.3 Unless otherwise agreed to by the Engineer-in-charge, concrete shall not be dropped into

place from a height exceeding 2 meters. When trunking or chutes are used they shall be kept close and used

in such a way as to avoid segregation. When concreting has to be resumed on a surface which has hardened,

it shall be roughened, swept clean, thoroughly wetted and covered with a 13 mm thick layer of mortar

composed of cement and sand in the same ratio as in the concrete mix itself. This 13 mm layer of mortar shall

be freshly mixed and placed immediately before placing of new concrete. Where concrete has not fully

hardened, all laitance shall be removed by scrubbing the wet surface with wire or bristle brushes, care being

taken to avoid dislodgment of any particles of coarse aggregate. The surface shall then be thoroughly wetted,

all free water removed and then coated with neat cement grout. The first layer of concrete to be placed on this

surface shall not exceed 150 mm in thickness and shall be well rammed against old work particular attention

being given to corners and close spots.

3.5.4 All concrete shall be compacted to produce a dense homogeneous mass with the assistance

of vibrators, unless, otherwise permitted by the Engineer-in-charge for exceptional cases, such as concreting

under water, where vibrators cannot be used. Sufficient vibrators in serviceable condition shall be kept at site

so that spare equipment is always available in the event of breakdowns.

Concrete shall be judged to be compacted when the mortar fills the spaces between the coarse aggregate

and begins to cream up to form an even surface. Compaction shall be completed before the initial setting

starts i.e. within 30 minutes of addition of water to dry mixture. During compaction, it shall be observed that

needle vibrators are not applied on reinforcement which is likely to destroy the bond between concrete and

3.6 Curing: Immediately after compaction, concrete shall be protected from weather including rain,

running water, shocks, vibration, traffic, rapid temperature changes, frost and drying out process. It shall be

covered with wet sacking, hassain or other similar absorbant material approved, soon after the initial set and

shall be kept continuously wet for a period of not less than 14 days from the date of placement. Masonary

work over foundation concrete may be started after 48 hours of its laying but curing of concrete shall be

continued for a minimum period of 14 days.

3.7 Sampling and Testing of concrete:

3.7.1 Samples from fresh concrete shall be taken as per I.S. 1199-1959 and cubes shall be made,

cured and tested at 7 days or 28 days as per requirements in accordance with I.S. 516-1959. A random

sampling procedure shall be adopted to ensure that each concrete batch shall have a reasonable chance of

being tested i.e. the sampling should be spread over the entire period of concreting and cover all mixing units.

The minimum frequency of sampling of concrete of each grade shall be in accordance with following:

Quantity of concrete No. of Quantity of concrete in No. of samples

in the work samples the works

51 and above 4+ one additional for each additional 50 M. or part thereof.

NOTE : At least one sample shall be taken from each shift. Ten test specimens shall be made from each sample, five

for testing at 7 days and the remaining five at 28 days. The samples of concrete shall be taken on each day of

the concreting as per above frequency. The number of specimens may be suitably increased as deemed

necessary by the Engineer-in-charge when procedure of tests given above reveals a poor quality of concrete

and in other special cases.

3.7.2 The average strength of the group of cubes cast for each day shall not be less than the

specified cube strength of 150 Kg/Cm at 28 days. 20% of the cubes cast for each day may have value less

than the specified strength provided the lowest value is not less than 85% of the specified strength. If the

concrete made in accordance with the proportions given for a particular grade, does not yield the specified

strength; such concrete shall be classified as belonging to the appropriate lower grade. Concrete made in

accordance with the proportions given for a particular grade shall not, however, be placed in a higher grade

on the ground that the test strength are higher than the minimum specified.

3.8.1 The Engineer-in-charge shall be informed in advance by the contractor of his intention to

strike the form work. While fixing the time for removal of form work, due consideration shall be given to local

conditions, character for the structure, the weather and other condition that influence the setting of concrete

and of the materials used in the mix. In normal circumstances (generally where temperatures are above

C) and where ordinary concrete is used, forms may be struck after expiry of periods specified in item No

9.1(A) for respective item of form work.

3.8.2 All form work shall be removed without causing any shock or vibration as would damage the

concrete. Before the soffit and struts are removed, the concrete surface shall be exposed, where necessary in

order to ascertain that the concrete has sufficiently hardened. Centering shall be gradually and uniformly

lowered in such manner as to permit the concrete to take stresses due to its own weight uniformly and

gradually. Where internal metal ties are permitted, the or their removable parts shall be extracted without

causing any damage to the concrete and remaining holes filled with mortar. No permanently embedded metal

part shall have less than 25 mm cover to the finished concrete surface. Where it is intended to re-use the form

work, it shall be cleaned and made good to the satisfaction of the Engineer-in-charge. After removal of form

work and shuttering, the Executive Engineer shall inspect the work and satisfy by random checks that

concrete produced is of good quality.

3.8.3 Immediately after the removal of forms, all exposed bolts etc., passing through the cement

concrete member and used for shuttering or any other purpose shall be cut inside the cement concrete

member to a depth of at least 25 mm below the surface of the concrete and the resulting holes be filled by

cement mortar. All fine caused by form joints, all cavities produced by the removal of form ties and all other

holes and depressions honeycomb spots, broken edges or corners and other defects shall be thoroughly

cleaned, saturated with water and carefully pointed and rendered true with mortar of cement and fine

aggregate mixed in the proportions used in the grade of concrete that is being finished and of as dry

consistency as is possible to use. Considerable pressure shall be applied in filling and pointing to ensure

thorough filling in all voids. Surfaces which are pointed shall be kept most for a period of 25 hours.

If rock pockets/honeycombs in the opinion of the Engineer-in-charge are of such an extent or character as to

effect the strength of the structure materially or to endanger the life of the steel reinforcement, he may declare

the concrete defective and require the removal and replacement of the portion of the structure affected.

4.0 Mode of measurement and payment:

4.1 The consolidated cubical contents of concrete work as specified in item shall be measured. The

concrete laid in excess of section shown on drawings or as directed shall not be measured. No deduction shall

(a) Ends of dis-similar materials such as joints, beams, posts, girders, rafters, purline trusses, corbels and

steps etc. up to 500 Sq. Cm. in section.

(b) Opening up to 0.1 Sq. M.

4.2 The rate includes cost of all materials, labour, tools and plant required for mixing, placing in position,

vibrating and compacting, finishing, as directed, curing and all other incidental expenses for producing

concrete of specified strength. The rate excludes the cost of form work.

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

5.4.1 Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm

nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work

(A) Foundation footing, base of columns and mass (B) Slabs, landings, shelves, balconies, internals beams

girders and cantilever up to floor two level (C) Columns, pillars, posts and struts up to floor two level (D)

Staircase up to floor two level (E) Vertical and horizontal fins up to floor two level.

1.0 Materials & Workmanship

1.1 The relevant specification of item No. 5.3.13 shall be followed except that the work shall be carried out

for reinforced concrete work for work as specified in item 1.2. In addition, the following stipulations shall be

(a) The bars shall be kept in position by the following methods:

(i) In case of beam and slab construction, sufficient number of precast cover blocks in cement mortar

1:2 (1 cement : 2 coarse sand) about 4 cms x 4 cms section and of thickness equal to the specified cover shall

be placed between the bars and shuttering as to secure and maintain the requisite cover of concrete over the

In case of cantilevered or doubly reinforce beams of slabs, the main reinforcing bars shall be held in position

by introducing chain spacers or supports bars at 1.0 to 1.2 meters centers.

(ii) In case of columns walls, the vertical bars shall be kept in position by means of timber temphtes with

slotes accurately out in them. The temphtes shall be removed after concreting has been done below it. The

bars may also be suitably tied by means of annealed steel wires to the shuttering to maintain their position

during concreting.

1.2 All bars projecting from pillars, columns beams, slabs etc., to which other bars and concrete are to be

attached or bounced to later on, shall be protected with a coat of thin neat cement grout, if the bars are not

likely to be incorporated with succeeding mass of concrete within the following 10 days. This coat of thin neat

cement shall be removed before concreting.

2.0 Mode of measurement and payment:

2.1 Relevant specifications of item No. 5.3.13 shall be followed.

2.2 The volume occupied by reinforcement shall not be deducted from R.C.C. work.

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

Providing and laying controlled cement concrete / Ready Mix Concrete of M-200 and curing

complete, excluding the cost of form work and reinforcement for reinforced concrete work in:

Work should be done as per instruction of Engg. In charge.

Mode of Measurement shall be on cubic meter basis.

Item No. 16(A) :

Brick work using common burnt clay building bricks having crushing strength not less than 35kg./Sq.Cm.in

foundation and plinth in Cement Mortar1:6 (1- Cement :6 - fine sand) (B) Conventional (upto 10 ton)

Materials: Water shall conform to M-1 Cement shall conform to M-3 Sand shall conform to M-6. Brick

shall conform to M-15 Cement mortar shall conform to M-11.

The proportion of the cement mortar shall be 1:6 (1 cement : 5 fine sand) by volume.

Wetting of bricks:

The bricks required for masonry shall be thoroughly wetted with clean water for about two hours before use

or as directed. The cessation of bubbles, when the bricks are wetted with water is an indication of through

wetting of bricks.

Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks shall not be used except

when necessary to complete to bond; closer in such case shall be cut to required size and used near the ends

A layer of mortar shall be spread on full width for suitable length of the lower course. Each brick shall first

be properly bedded and set home by gently tapping with handle of trowel or wooden mallet. It side face shall

be flushed with mortar before the next brick is laid and pressed against it. On copletion of course, the

vertical joints shall be fully filled form the top with mortar.

The walls shall be taken up truly in plumb. All courses shall be laid truly horizontal and all vertical joint

shall be truly vertical. Vertical joints in alternate course shall generally be directly one over the other. The

thickness of brick course shall be kept uniform.

The brick shall be laid with frog upwards. A set of tools comprising of wooden straight edges, mason’s sprit

level, square half meter rub, and pins, string and plumb shall be kept on the site of work for frequent

checking during the progress of work.

Both the faces of walls of thickness greater than 23 cms shall be kept in proper place. All the connected

brick work shall be kept not more than one meter over the rest of the work. Where this is not possible, the

work shall be raked back according to bond (and not left toothed) at an angle not steeper than 45 degrees.

All fixtures, pipes, outlets of water, hold fasts of doors and windows etc. which are required to be built in

wall shall be embedded in cement mortar.

Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joins shall not exceed 12 mm.

The face joints shall be raked out as directed by taking tools daily during the progress of work, when the

mortar is still green so as to provide key for plaster or pointing to done.

The face of brick shall be cleaned the very day on which the brick work is laid and all mortar dropping

Green work shall be protected from rain suitably. Masonry work shall be kept moist on all the faces for a

period seven days. The top of masonry work shall be kept well wetted at the close of the day

Preparation of foundation bed:

If the foundation is to be laid directly on the excavated bed, the bed shall be leveled, cleared of all loose

materials, cleaned and wetted before starting masonry. If masonry is to be laid on concrete footing, the top

of concrete shall be cleaned and moistened. The contractor shall obtain the engineer'’ approval for the

foundation bed, before foundation masonry is started. When puccas flooring is to be provided flush with the

top to plinth, the inside plinth offset shall be kept lower than the outside plinth top by the thickness of the

Mode of measurements and payment:

The measurements of this item shall be taken for the brick masonry fully completed in foundation up to

plinth. The limiting dimensions not exceeding those shown on the plans or as directed shall be final.

Battered, tapered and curved portions shall be measured net.

No deduction shall be made from the quantity of brick work nor any extra payment made for embedding in

masonry or making holes in respect of following items:

Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where cross sectional area

does not exceed 500 Sq. cm.

Opening not exceeding 1000 Sq. cm.

Wall plates and bed plates, bearing of slabs, chhajas an the like whose thickness does not exceed 10 Cms.

and the bearing does not extend to the full thickness of wall.

Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors, windows etc.

Iron fixtures, pipes up to 300 mm dia hold fasts and doors and windows built into masonry and pipes etc. for

concealed wiring.

Forming chases of section not exceeding 350 Sq. Cm. in masonry.

Apertures for fire places shall not be deducted nor shall extra labour required to make splaying of jambs,

throating and making Arches over the aperture be paid for separately.

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

Extra for brickwork in super structure above plinth level upto floor two level (B) Conventional

Materials: Water shall conform to M-1 Cement shall conform to M-3 Sand shall conform to M-6. Brick shall conform to

M-15 Cement mortar shall conform to M-11.

The proportion of the cement mortar shall be 1:6 (1 cement : 5 fine sand) by volume.

Wetting of bricks:

The bricks required for masonry shall be thoroughly wetted with clean water for about two hours before use or as

directed. The cessation of bubbles, when the bricks are wetted with water is an indication of through wetting of bricks.

Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks shall not be used except when

necessary to complete to bond; closer in such case shall be cut to required size and used near the ends of walls.

A layer of mortar shall be spread on full width for suitable length of the lower course. Each brick shall first be properly

bedded and set home by gently tapping with handle of trowel or wooden mallet. It side face shall be flushed with

mortar before the next brick is laid and pressed against it. On copletion of course, the vertical joints shall be fully filled

form the top with mortar.

The walls shall be taken up truly in plumb. All courses shall be laid truly horizontal and all vertical joint shall be truly

vertical. Vertical joints in alternate course shall generally be directly one over the other. The thickness of brick course

shall be kept uniform.

The brick shall be laid with frog upwards. A set of tools comprising of wooden straight edges, mason’s sprit level,

square half meter rub, and pins, string and plumb shall be kept on the site of work for frequent checking during the

progress of work.

Both the faces of walls of thickness greater than 23 cms shall be kept in proper place. All the connected brick work shall

be kept not more than one meter over the rest of the work. Where this is not possible, the work shall be raked back

according to bond (and not left toothed) at an angle not steeper than 45 degrees.

All fixtures, pipes, outlets of water, hold fasts of doors and windows etc. which are required to be built in wall shall be

embedded in cement mortar.

Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joins shall not exceed 12 mm. The face

joints shall be raked out as directed by taking tools daily during the progress of work, when the mortar is still green so

as to provide key for plaster or pointing to done.

The face of brick shall be cleaned the very day on which the brick work is laid and all mortar dropping removed.

Green work shall be protected from rain suitably. Masonry work shall be kept moist on all the faces for a period seven

days. The top of masonry work shall be kept well wetted at the close of the day

Preparation of foundation bed:

If the foundation is to be laid directly on the excavated bed, the bed shall be leveled, cleared of all loose materials,

cleaned and wetted before starting masonry. If masonry is to be laid on concrete footing, the top of concrete shall be

cleaned and moistened. The contractor shall obtain the engineer'’ approval for the foundation bed, before foundation

masonry is started. When puccas flooring is to be provided flush with the top to plinth, the inside plinth offset shall be

kept lower than the outside plinth top by the thickness of the flooring.

Mode of measurements and payment:

The measurements of this item shall be taken for the brick masonry fully completed in foundation up to plinth. The

limiting dimensions not exceeding those shown on the plans or as directed shall be final. Battered, tapered and curved

portions shall be measured net.

No deduction shall be made from the quantity of brick work nor any extra payment made for embedding in masonry or

making holes in respect of following items:

Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where cross sectional area does not

exceed 500 Sq. cm.

Opening not exceeding 1000 Sq. cm.

Wall plates and bed plates, bearing of slabs, chhajas an the like whose thickness does not exceed 10 Cms. and the

bearing does not extend to the full thickness of wall.

Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors, windows etc.

Iron fixtures, pipes up to 300 mm dia hold fasts and doors and windows built into masonry and pipes etc. for

concealed wiring.

Forming chases of section not exceeding 350 Sq. Cm. in masonry.

Apertures for fire places shall not be deducted nor shall extra labour required to make splaying of jambs, throating and

making Arches over the aperture be paid for separately.

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

Half brick masonry in common brunt clay building bricks having crushing strength not less than

Kg/Sq.Cm. in Cement mortar 1:5 ( 1-Cement : 5 coarse sand ) in foundation and Plinth

conventional brickwork (up to 10 ton)

The rate shall be for a unit of Sq. Mt.

Extra for half brick masonry in super structure above plinth level upto floor two level (B) conventional

Materials: Brick shall conform to M-15. Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform

to M-6. Cement mortar shall conform to M-11.

Relevant specifications of bricks, wetting and laying of bricks, joints, curing etc. shall conform to item No. 7 except the

brick work of half bricks shall be carried out.

Cement mortar used in masonry work shall be in proportion of 1 part of cement and 5 part of sand by volume.

All bricks shall be laid strecher wise, breaking joints with those in the upper and lower courses. The wall shall be taken

truly plumb. All courses shall be laid truly horizontal and all vertical joints shall be truly vertical. The bricks shall be laid

with frogs upwards. A set of masons tools shall be maintained on work as required for frequent checking.

Mode of measurement and payment:

The half brick masonry work in foundation and plinth shall be measured under this item, the limiting dimensions shall

not exceed those shown in the plan or as directed. Any work done extra over the specified dimensions shall be

The relevant specifications of item No. 7 shall be followed. The length shall be measured nearest to one Cm.

The rate shall be for a unit of Sq. Mt.

Providing form work of ordinary timber planking so as to give a rough finish including centering shuttering,

strutting and propping etc. height of propping and centering below supporting floor to celling not exceeding

m. and removal of the same for in site reinforced concrete and plain concrete work in foundations, footing,

bases of columns, and mass concrete. ( up a to h)

The shuttering to be provided shall be of ordinary timber planks and shall conform to M-26.

The dimensions of scantlings and battens shall conform to the design. The strength of the wood shall not be less than

that assumed in the design.

The form work shall conform to the shape lines and dimension as shown on the plans and be so constructed as to

remain sufficiently rigid during the placing and compacting of the concrete. Adequate arrangements shall be made by

the contractor to safe guard against any settlement of the form work during the course of concreting and after

concreting. The form work of shuttering, centering, scaffolding bracing etc shall be as per design.

Cleaning & Treatment of forms:

All rubbish, particularly chippings shaving and saw dust shall be removed from the interior of the form before the

concrete is placed and the form work in contact with concrete shall be cleaned and thoroughly wetted or treated. The

surface shall be then coated with soap solution applied before concreting is done. Soap solution for the purpose shall

be prepared by dissolving yellow soap in water to get consistency of paint. Alternatively a coat of raw linseed oil or

form oil of approved manufacture may be applied in case steel shuttering is used. Soap solution or raw linseed oil

shall be applied after thoroughly cleaning the surface. Care shall be taken that the coating does not get on

construction joint surface and reinforcement bars.

Stripping time:

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

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

Beams soffits (Props left under) 7 days.

Removal of props slabs

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

Removal of props to beams and arches

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

Procedure when removing the form work:

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

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

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

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

work and concrete work before, during and after pouring concrete. Watch should be kept to see that behavior of

centering and form work is satisfactory during concreting. Erection should also be such that it would allow removal of

forms in proper sequence without damaging either the concrete or the forms to be removed.

The props of centering shall be provided on firm foundation or base of sufficient strength to carry the loads without

any settlement.

The centering and form work shall be inspected and approved by the Engineer-in-charge before concreting. But this

will not relieve the contractor of his responsibility for strength, adequacy and safety of form work and centering. If there

is a failure of form work or centering, contractor shall be responsible for the damages to the work, injury to life and

damage to property.

All scaffolding, hoisting arrangements and ladders etc required for the facilitating of concreting shall be provided and

removed on completion work by contractor at his own expense. The scaffolding, hoisting arrangements and ladders

etc. shall be strong enough to with stand all live, dead and impact loads expected to act and shall be subject to the

approval of the Engineer-in-charge. However, contractor shall be solely responsible for the safety of the scaffolding,

hoisting arrangement, ladders, work and workman etc.

The scaffolding hoisting arrangements and ladders shall allow easy approach to the work spot and afford easy

The rate is applicable to all conditions of working and height up to 4 mts. The rate shall include the cost of materials

and labour for various operations involved such as:

Splayed edges, notching, allowance for overlaps and passing at angles, battens centering, shuttering propping,

bolting, nailing, wedging, easing, striking and removal.

Filleting to form stop chamfered edges or splayed external angles not exceeding 20 mm width to beams, columns and

Temporary openings in the forms for pouring concrete, if required, removing rubbish etc.

Dressing with oil to prevent adhesion of concrete with shuttering, and

Raking or circular cutting.

Rate shall be paid in Sq.m

Providing and fixing in position collapsible shutters with vertical channels 20 x 10 x 2 mm braced with flat

iron diagonal 20 x 6 mm size with top and bottom rails T iron 40 x 40 x 6 mm with 38 mm dia steel pulleys

complete with bolts, units, locking arrangements, stoppers, handles, including a priming coat of red lead

paint & approved make.

Materials: The collapsible steel gate shall conform to M-33.

T-rails shall be fixed to the floor and to the lintel at top by means of anchor bolts, embedded in cement concrete on

floor and lintel. The anchor bolts shall be placed approximately at 45 mm centers alternatively in the two flanges of the

T iron. In the bottom runner (T-iron) shall be embedded in the floor and proper groove shall be formed along the

runner for the purpose. The collapsible gate shall be fixed at the sites by fixing the end double channels in the T-Iron

rail and also by hold fasts bolted to the end double channel and fixed in the masonry of the side walls or the otherwise.

In case where the collapsible gate is not required to the lintel beams or slop above, a tee iron suitably

designed may be fixed at the top embedded in masonry and provided with necessary clamps and roller arrangement

All the adjoining work damaged while fixing of gate shall be made good to match the existing work without any

All the members of the collapsible gate including T-Iron shall be thoroughly cleaned of rust, scales, dust etc.

and given a priming coat of red lead before fixing them in position.

Mode of measurements and payment:

The collapsible gate shall be measured in sq. meter. The height of the gate shall be measured as the length of

double channels and breadth from outside to outside of the end fixed double channels in open position of the gate.

The rate includes providing handles, locking arrangements, stoppers etc.

The rate shall be for unit of one sq. meter.

Providing & Fixing in position Alluminium doors with frame using approved quality anodised extruded

alluminium section as approved by Engg.in charge(Jindal alluminium)(a) Frame sections 101.6x44.45 mm (b)

Shutter bottom vertical & top section 83.5x44.45 (wt.1.31 kg/mt.)(at 1.31 kg/mt) (c) Shutter bottom section at

114.3x44.45 mm at (1.37 kg/mt) Shutter middle section at 100x44.3 wt.(1.37 kg/mt) incl.providing & installing

mm thick approved color Acrylic sheet of standard quality fixed with glazing chips on upper pannel &

Laminated sheet on lower pannel (wtt.0.13 kg/Rmt) etc.comp.as direction of engg.in charge

Metalic Color Anodized Aluminum alloy used in the manufacture of extruded sections for the fabrication of

doors, windows, ventilators shall confirm to designation HE9-WP of IS:733.

Transparent sheet glass shall confirm to the requirements of IS:2835. Wired and figured glass shall be as per

IS:5437. Builder's hardware of fittings & fixtures shall be of the best quality from approved manufacturers.

All aluminum doors, windows, ventilators and partitions shall be of the type and size as specified. The doors,

windows, ventilators shall confirm to the requirements of IS: 1948. Aluminum windows, shall confirm to IS: 1949, if so

specified. All aluminum units shall be supplied with Metallic color anodized finish. The minimum anodic film thickness

shall be 0.015 mm. Doors, windows and ventilators shall be of an approved manufacture. Fabrication of the units shall

be with the extruded sections, cut to correct lengths, mitred and welded at the corners to a true right angle conforming

to the requirements of IS: 1948. Tolerance in overall dimensions shall be within ± 1.5mm. The frames and shutters

shall be free from warp or buckle and shall be square and truly plane. Punching of holes, slots and other provisions to

install fittings or fixtures later shall be made at the correct locations, as per the requirements.

Aluminium swing type doors, aluminum sliding windows, partitions shall be as specified. IS: 1948 and IS: 1949 shall

be referred to incorporates the sizes, shapes, thickness and weight per running meter of extruded sections for the

various components of the units. However, new sizes, shapes, thickness with modifications to suit snap-fit glazing

clips etc. are being continuously being added by various leading manufacturers of extruded sections, which are

available in the market. As such, the sections of the various components of the unit proposed by the Contractor, will

be reviewed by the GSDWICL and will be accepted only if they are equal to or marginally more than that given in the

codes/as specified.

Specific provisions as stipulated for steel doors, windows, and ventilators under related clause shall also be applicable

for this item work. Glazing beads shall be of the snap-fit type suitable for the thickness of glazing proposed as

indicated in the items of works prepared by the Contractor. A layer of clear transparent lacquer shall be applied on

Aluminium sections to protect them from damage during installation. This lacquer coating shall be removed after the

installation is completed.

Mode of measurement

Measurement will be given on the Square meter basis of actual area of the Aluminum section.

Providing and fixing extruded aluminum window having extruded aluminum Colour Powder

Coatedsectionframemainoutersize127mmx38.10mmx1.35mm(ofJindalSectionno:2443,@Wt.1.384Kg/mt),horizo

ntal Four track member size122.20mm x31.75mm x1.10mm (ofJinda lSection no:8787,@ Wt.1.205Kg/ mt)

,vertical member of size122.20mm x31.75 mm x1.50 mm (ofJindal Section no:8935,@Wt.1.398Kg/mt) with

sliding shutters of horizontal member size 40mmx18mmx1.29 mm(ofJindal Section no:8949 @wt.of0.456

Kg/mt), vertical member of size 40mmx18mmx 1.29mm(ofJindal Section no:8947 @wt.of0.456Kg /mt/Section

8948,@Wt.0.457Kg/mt) with 5mmt hick transparent bronze colour tinted float glass with powder coated

aluminum fittings and fixturesandtransparentsiliconsealantglassfixingtoframeasperdetailsetccompletefor

Providing and fixing extruded aluminum window having extruded aluminum Colour Powder Coated section

frame main outer size127mmx38.10mmx1.35mm(ofJindalSectionno:2443,@Wt.1.384Kg/mt),horizontal Four track

member size122.20mm x31.75mm x1.10mm (ofJinda lSection no:8787,@ Wt.1.205Kg/ mt) ,vertical member of

size122.20mm x31.75 mm x1.50 mm (ofJindal Section no:8935,@Wt.1.398Kg/mt) with sliding shutters of horizontal

member size 40mmx18mmx1.29 mm(ofJindal Section no:8949 @wt.of0.456 Kg/mt), vertical member of size

40mmx18mmx 1.29mm(ofJindal Section no:8947 @wt.of0.456Kg /mt/Section 8948,@Wt.0.457Kg/mt) with 5mmt hick

transparent bronze colour tinted float glass with powder coated aluminum fittings and

fixturesandtransparentsiliconsealantglassfixingtoframeasperdetailsetccompletefor

Mode of measurement

Measurement will be given on the Square meter basis of actual area of the Aluminum section.

Providing & Fixing in position Alluminium vents with frame using approved anodised extruded alluminium

section as approved by Engg.in charge.(Jindal alluminium) units equivalent (Approved Rate) Frame section of

63.50 x 38.50 mm (wt.0.68 Kg/Rmt) incl.Providing & Installing 5 mm thick approved color Acrylic sheet of

standard quality etc.comp.

Providing & Fixing in position Alluminium vents with frame using approved anodised extruded alluminium

section as approved by Engg.in charge.(Jindal alluminium) units equivalent (Approved Rate) Frame section of 63.50 x

38.50 mm (wt.0.68 Kg/Rmt) incl.Providing & Installing 5 mm thick approved color Acrylic sheet of standard quality

Mode of measurement

Measurement will be given on the Smt. basis of actual area of the Aluminum section.

Providing and fixing standared extruded of alluminium section of size 63 mmx38.10 mmx1.2 mm (Jindal

Section:2434, @ Wt.0.643 Kg/mt) with colour anodized alluminium frame for ventilation with 5 mm thick

frosted glass as details etc complete for Ventilation

Providing and fixing standared extruded of alluminium section of size 63 mmx38.10 mmx1.2 mm (Jindal

Section:2434, @ Wt.0.643 Kg/mt) with colour anodized alluminium frame for ventilation with 5 mm thick frosted glass

as details etc complete for Ventilation

ITEM SHALL BE EXTUCUTED AS PER INSTRUCTION GIVEN BY ENGG. INCHARGE.

ITEM SHALL BE PAID IN SMT

Providing and fixing standared extruded of alluminium section of size 63.50 x 38.10 x 1.95mm,@ Wt 1.094Kg /

Rmt with colour Powder Coated alluminium frame with 5 mm thick transparent bronze colour tinted float glass

as details etc complete for Fix Partition

ITEM SHALL BE EXTUCUTED AS PER INSTRUCTION GIVEN BY ENGG. INCHARGE.

ITEM SHALL BE PAID IN SMT

Providing and laying white glazed tiles 6 mm thick in flooring treads of steps and landing laid on a bed of

mm thick cement mortar 1:3 (1- cement:3-coarses and) finishing with flush pointing in white cement. (upto

Workmanship : The work shall be carried out for skirting as dedo. Before fixing glazed tiles of shade and size as

specified, the surface shall be prepared by heavy scarping, making joints etc. to the required line, level and plumb. The

surface shall be thoroughly wetted before commencing the laying work. Thereafter about 10 mm. thick backing of cement

mortar in specified proportion shall be applied on the surface in true like and level generally as per specifications of plaster

Fixing : The black of each tile to be fixed shall be smeared with cement paste of matching colour and the glazed tiles

shall then be gently tapped against the surface, with a wooden mallet. The skirting shall be done only after the flooring is

competed. Any pipes coming out of the wall through the dedo or skirting shall only beat at the intersections of the

horizontal and vertical joints. The tiles shall not have staggered joints. The joints shall be true to entire line both ways and

vertical joints shall be in line with joints of flooring. Tiles shall be fixed as close as possible to the adjoining tiles and any

difference in the thickness of the glazed tiles shall be evened out in the cement paste so that all the tiles faces are set in

conformly with one another. The skirting shall project uniformly and not more than 6 mm. thickness beyond the finished

surface above. Top of skirting of dedo shall be truly horizontal. The rises of steps, skirting or dedo shall rest on top of

treads of flooring wherever required. The tiles shall be cut (sawn) and thin edges smoothened before use.

Curing : Curing shall be done for 7 days continuously.

Finishing : Skirting and dedo shall be hand polished to have an even smooth and shining surface. In case of skirting only

10 mm. x 10 mm. grove shall be provided at the junction of cement plaster and cement tilesThe white glazed tiles shall be

laid on cement mortar bedding of 12 mm thick in C.M. 1 :3 . The mortar shall have sufficient plasticity for laying and there

shall be no hard lumps that would interfere with the evenness of bedding the base shall be cleared with well wetted. The

mortar shall then be spread in thickness not less than 10 mm at any place and average 12 mm thickness. The proportion of

the cement mortar shall be as specified in the item.

The tiles before laying shall be soaked in water for atleast two hours Neat Gracie cement grout at 3.3 Kg/Cement /Sq. mt.

Of honey like consistency shall be separated over the mortar bedding as directed. The edges of the tiles be smeared with

neat cement slurry. The tiles shall be well pressed and gently tapped with a wooden mallet till they are properly bedded and

in level with the adjoining tiles. There shall be no hollows in bed or joints. The joints between the tiles shall be as thin as

possible in straight line or as per pattern.

The tiles shall not have staggered joints. The joints shall be true to centre line both ways. The Nehni trap coming

in the flooring shall be so positioned that its grating shall replace only one tile as far as possible. Where full size tiles cannot

be fixed, they shall be cut (swan0 to be required size and the edges rubbed smooth to ensure straight and true joints. The

joints shall be filled with grey cement grout with wire brush of trowel to a depth of 5 mm. and loose material removed. White

cement shall be used for pointing the joints., After fixing the tile finally in an even the flooring shall be kept wet and allowed

to nature undisturbed for 7 days.

The surplus cement grout that may have come out of the joints shall be cleared off before it sets. Once the floor has set, it

shall be carefully washed, cleared by dilute acid and dried. Proper precaution and measures shall be taken to ensure that

the tiles are not damaged inany way till the completion of the 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. The paving under dedo

or skirting shall not be measured. No deduction shall be made not extra paid for any opening in the floor of area upto 0.1 sq.

mt. Nothing extra shall be paid for laying the floors at different levels in the same rooms.

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

Providing and laying polished Kota stone slab flooring over 20 mm (Average) thick base of cement mortar 1:6

(1-cement:6-coarses and) or L.M.1.1.5 (1-Lime putty:1.5-coarses and) laid over and jointed with grey cement

slurry mixed with pigment to match the shade of slab including rubbing and polishing etc. complete. (A)

mm thick (upto 10 ton)

Water shall conform to M-1. Lime mortar shall conform to M-10. Cement mortar shall conform to M-11. Marble stone

slab 20 mm. thick.

Dressing of slab : Every stone shall be cur to required size and fine chisel dressed to give a smooth and even surface

on all sides to the full depth. A straight edge laid along the sides of the stone shall be fully in contact with it. Chisel

dressing shall also be done on top surface to remove any waviness. The sides and top surface to granite slabs shall

be machine polished and molding etc. complete before using. All angles and edges of slabs shall be true square and

free form chippings.

The thickness of stone shall be 18 mm. The allowable tolerance shall be 1 mm. allowable. The tolerance shall be

mm. in length and breath.

Bedding : Bedding of granite slabs shall be lime mortar 1:1.5 (1 Lime putty : 1.5 coarse sand) or cement mortar 1:6 (1

cement : 6 coarse sand) of average thickness 20 mm. thick as given in description of item. Minimum thickness at any

place shall not be less than 10 mm.

Laying : The surface of sub grade shall be cleared wetted and mopped. Mortar of specified mix and thickness shall

then be spread on an are sufficient to receive one granite slab, The slab shall be washed clean before laying. It shall

be laid on top pressed and tapped gently to bring it in level with other slabs. It shall then be lifted and laid a side. The

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 it over this surface cement slurry of honey like consistency at 4.4 Kg. Of cement per sq.

metre. The edges of slabs already paved shall be buttered with grey cement. The slab shall then be gently placed in

position and tapped with wooden mallet till it is properly bedded in level with and close to the adjoining slab. The joints

shall be as fine as possible : Surplus cement on the surface of the slabs shall be removed. The slab fixed in the floor

adjoining the walls shall enter not less 10 mm. under the plaster skirting or dado. The junction between the walls and

floors shall be finished neatly. The finished surface shall be true to level and slopes as directed.

Curing : The floor shall be cured for minimum period of seven days.

Mode measurements & payment :

marble stone flooring with various kinds of marble shall measured in sq. metre. The length and breadth shall be

measured between the finished face of skirting or dado or wall plaster. No deduction shall be made not extra shall be

paid for any openings in the floor or area upto 0.05 sq. mt. Nothing extra shall be paid for laying stone at different

levels in the same room. Treads and steps of stairs paved with granite stone slabs shall also be measured under

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

Providing and laying polished kota stone slab 25 mm thick in risers of steps, skirting Dedo and pillars laid on

10 mm thick cement mortar 1:3 (1-Cement :3 coarses and) and jointed with gray cement slury mixed with

pigment to match the shade of slab including rubbing and polishing etc.complete. (upto 10 ton)

The relevant specifications of item no. 59 shall be followed except shall that the kota stone shall be fixed for

risers of steps, skirting or dado in C.M. 1:3 and the polishing shall be manually instead of machine polishing.

Mode of measurement & payment :

The risers of steps, skirting or dado shall be measured in sq. metre. Length shall be measured along the

finished faces of risers, skirting or dado. Height shall be measured from finished level of treads or floor to top. Lining of

pillar shall be measured under this item.

The rate shall be for a unit of 1 sq. metre.

Providing and laying cement concrete flooring 1:2:4 (1-cement: 2-coarses and:4-graded stone aggregate

20mm nominal size) laid in one layer and finished with a floating coat of neat cement. (A) 40mm thick. (upto

Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6. Stone aggregate

mm. nominal size shall conform to M-12.Cement concrete 1:2:4 proportion measured by volume shall conform to

relevant specification or ordinary grade 1:2:4 concrete.

The cement concrete flooring of 40 mm. thick (average) is to be laid as per the site condition. The concrete shall be

mixed in a mechanical mixer at the work. Hand mixer may however be allowed for smaller quantities of work and in

case of failure of machines or as permitted by the engineer-in-charge. It shall carried out on a water tight platform and

care shall be taken to ensure that mixing is continued until the mass is uniform in colour and consistency. However in

such cases 10% more cement than otherwise required shall have to be used without any cost. The mechanical mixing

shall be done for a period of /2 to 2 minutes. The quantity of water shall be thus sufficient of produce a dense

concrete required workability for the purpose. Flooring 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 of one to six hours depending upon the temperature and atmospheric conditions. The surface shall be left for

some time till moisture disappears from it. Fresh quantity of cement shall be mixed with water to form a thick slurry

and spread over the surface while the concrete is still green. Use of dry cement or cement and sand mixture sprinkled

on this surface to stiffen the concrete or absorb excessive moisture shall not be permitted. The cement slurry shall

than be properly paste twice by means of iron flats, once, when the slurry is applied and the second time when

cement starts setting and finished smooth. The surface shall be marked with string or B.R.C. fabric jali to make the

surface non slippery as and when directed. The junction of floors with wall plaster dado or skirting shall be rounded

where so required upto 25 mm. radius. Flooring in lavatories and bath rooms shall be laid after fixing of water closet

and squatting pans and floor traps, which shall be plugged while laying the floors and opened after the floors, are

completed. Any damage, done to water supply sanitary fittings during the execution of work shall be mage good.

After the final set, the concrete shall be kept continuously wet, if required ponding for a period of not less than 7 days

from the date of placement.

The form work shall be provided if necessary as directed by the engineer in charge. Concreting shall be done as per

alternate bay method with necessary centering wither by mastic or cement mortar as directed.

Mode of measurement & payment :

The rate shall include the cost of all material and labour involved in all the operations described above. No deduction

shall be made or extra paid for any opening upto 0.1 sq. meter in area in the floor, nothing extra shall be paid for

laying the floor at different levels in the same room or the court yard.

The rate shall be for unit of one sq. meter.

Providing and laying broken china mosaic flooring for terrace using 12 mm to 20 mm broken pieces of glazed

tiles to be laid over cement mortar 1:3 to plain or slope and to be tempered to bring mortar creme out upto

surface using white cement including rounding off junctions and extending them up to15 cm along the wall,

clearing with water and oxalic acid etc.asdirected.

Providing and laying China Mosaic finishing over flat or curved surface, including laying to approved patterns, with

precies leveling and setting curvatures with necessary tools and templates, using white/coloured broken ceramic tile

chips, set in pigmented cement mortar 1:4, as directed, finishing in line, level and to required slope, flushing with

appropriate pigimented cement grout, curing and finishing with mild acid wash etc. complete.

(1) China Chips in required colours specially broken from full tiles in required size

(2) Cement (3) Sand (4) White Cement (5) Steiner

Before laying a final layer of China Chips prepare the surface to the required slope and level with a backing

coat in C.M (1:3). While laying a backing coat, spread a layer of thick cement slurry and scrub the same vigorously to

seal all pores in concrete below.

For the required designs prepare templates for different patterns from steel flats or plywood and mark out total design

on the designated area. Estimate the quantity of Chips of different colous and ensure its uninterrupted supply before

starting the work. Lay the chips flat on the bedding coat and fix tightly be light hammering. Remove grey cement from

the joints by scrapping before final set of cement.

Finish the joints neatly with white cement and harmonious colour Steiner. All design and pattern shall be finished with

first class workmanship. The surface should finally cleaned, given a mild acid wash for gain the luster of China Chips.

Cost of China Chips, White cement, OPC, Sand, Steiner and all labour for leveling, laying by specialist artisan,

preparing templates, testing etc are included.

MODE OF MEASUREMENT :

Dimensions of total finished area as laid are recorded and area is computed in sq.m., rounded to two places of

Providing and laying coloured glazed tiles of the size 300 mmx200 mmx8 mm/300 mmx450 mmx8 mm in

skirting, risers of steps and dedo on 10 mm. thick cement plaster 1:3 (1cement: 3 coarse sand) & jointed with

white cement slurry.

Workmanship : The work shall be carried out for skirting as dedo. Before fixing glazed tiles of shade and size as

specified, the surface shall be prepared by heavy scarping, making joints etc. to the required line, level and plumb. The

surface shall be thoroughly wetted before commencing the laying work. Thereafter about 10 mm. thick backing of

cement mortar in specified proportion shall be applied on the surface in true like and level generally as per

specifications of plaster item.

Fixing : The black of each tile to be fixed shall be smeared with cement paste of matching colour and the glazed tiles

shall then be gently tapped against the surface, with a wooden mallet. The skirting shall be done only after the flooring

is competed. Any pipes coming out of the wall through the dedo or skirting shall only beat at the intersections of the

horizontal and vertical joints. The tiles shall not have staggered joints. The joints shall be true to entire line both ways

and vertical joints shall be in line with joints of flooring. Tiles shall be fixed as close as possible to the adjoining tiles

and any difference in the thickness of the glazed tiles shall be evened out in the cement paste so that all the tiles faces

are set in conformly with one another. The skirting shall project uniformly and not more than 6 mm. thickness beyond

the finished surface above. Top of skirting of dedo shall be truly horizontal. The rises of steps, skirting or dedo shall

rest on top of treads of flooring wherever required. The tiles shall be cut (sawn) and thin edges smoothened before

Curing : Curing shall be done for 7 days continuously.

Finishing : Skirting and dedo shall be hand polished to have an even smooth and shining surface. In case of skirting

only 10 mm. x 10 mm. grove shall be provided at the junction of cement plaster and cement tilesThe white glazed tiles

shall be laid on cement mortar bedding of 12 mm thick in C.M. 1 :3 . The mortar shall have sufficient plasticity for laying

and there shall be no hard lumps that would interfere with the evenness of bedding the base shall be cleared with well

wetted. The mortar shall then be spread in thickness not less than 10 mm at any place and average 12 mm thickness.

The proportion of the cement mortar shall be as specified in the item.

The tiles before laying shall be soaked in water for atleast two hours Neat Gracie cement grout at 3.3 Kg/Cement /Sq.

mt. Of honey like consistency shall be separated over the mortar bedding as directed. The edges of the tiles be smeared

with neat cement slurry. The tiles shall be well pressed and gently tapped with a wooden mallet till they are properly

bedded and in level with the adjoining tiles. There shall be no hollows in bed or joints. The joints between the tiles shall

be as thin as possible in straight line or as per pattern.

The tiles shall not have staggered joints. The joints shall be true to centre line both ways. The Nehni trap

coming in the flooring shall be so positioned that its grating shall replace only one tile as far as possible. Where full size

tiles cannot be fixed, they shall be cut (swan0 to be required size and the edges rubbed smooth to ensure straight and

true joints. The joints shall be filled with grey cement grout with wire brush of trowel to a depth of 5 mm. and loose

material removed. White cement shall be used for pointing the joints., After fixing the tile finally in an even the flooring

shall be kept wet and allowed to nature undisturbed for 7 days.

The surplus cement grout that may have come out of the joints shall be cleared off before it sets. Once the floor has set,

it shall be carefully washed, cleared by dilute acid and dried. Proper precaution and measures shall be taken to ensure

that the tiles are not damaged inany way till the completion of the 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. The paving under dedo

or skirting shall not be measured. No deduction shall be made not extra paid for any opening in the floor of area upto

sq. mt. Nothing extra shall be paid for laying the floors at different levels in the same rooms.

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

Providing 15 mm thick cement plaster in single coat on Rough (Similar) side of single or half brick walls for

interior plastering up to floor two level and finished even and smooth in (i) Cement mortar 1:3 (1-cement :3-

Mode of payment shall be in Sqm

Providing 20mm thick sand faced cement plaster on walls upto height 10 metres above ground level

consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of C.M.

1:1 (1-cement : 1-sand) etc. complete.

The specification is as per above Item except thickness of the plaster is 20 mm sand faced and 12 mm th. Backing coat in

C.M. (1:3) and 8 mm thick finishing coat no machine paster will be allowed for spray od sand for plastering etc comp as directed

by Engg i charge.

Mode of measurements & payment : The rate shall be for a unit of one Square Meter.

Water M-1. The Cement mortar of proportion 1:3 shall conform to M-13.

Scaffolding : Wooden ballies, bamboos, planks, treatles and other scaffolding shall be sound. These shall be properly

examined before erection and use Stage scaffolding shall be provided for ceiling plaster, which shall be independent

Preparation of back-ground :

The surface shall be cleaned of all dust, loose mortar droppings, traces of algae, afflorescence and other foreign

matter by water or by brushing. Smooth surface shall be roughened by wire brushing if it is not hard and by racking if it

is hard. In case of concrete surface, if a chemical retarder has been applied to the form work, the surface shall be

roughened by wire brushing and all the resulting dust and loose particles cleaned off and care shall be taken that none

of the retarder is left on the surface. Trimming of projections on brick/concrete surface where necessary shall be

carried out to get an even surface.

Raking of joints in case of masonry where necessary shall be allowed to dry out for sufficient period before carrying

out the plaster work.

The work shall not be soaked but only damped evenly before applying the plaster. If the surface becomes dry such

area shall be moistened again.

For external plaster, the plastering operation shall be started from top floor and carried downwards. For internal

plaster, the plastering operations may be started wherever the building frame and cladding work are ready and the

temporary supporting ceiling resting on the wall of the floor have been removed, Ceiling plaster shall be completed

before starting plaster to walls.

Applications of Plaster :

The plaster about 15 x 15 cms. Shall be first applied horizontally and vertically at not more than 2 metre intervals over

the entire surface to serve as gauge. The surfaces of these gauges shall be truly inplane of the finished plastered

surface. The mortar shall then be applied in uniform surface slightly more than the specified thickness, then brought to

a true surface by working a wooden straight edge reaching across the gauges with small upward and sideways

movement at a time. Finally, the surface shall be finished off true with a trowel or wooden float according as a smooth

or a sandy granular texture is required. Excessive 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.

Rounding or chamfering corners, arrises junctions etc. shall be carried out with proper templates to the size required.

Cement plaster shall be used within half an hour after addition of water. Any mortar or plaster which is partially set

shall be rejected and removed forthwith from the site :

In suspending the work at the end of the day, the plaster shall be left out clean to the line both horizontally and

vertically. When recommending the plaster, the edges of the old work shall be scraped clean and wetted with cement

putty before plaster is applied to the adjacent area to enable the two to properly joint together. Plastering work shall be

closed at the end of the day on the body of the wall and nearer than 15 cm. To any corners or arrises. Horizontal joints

in plasterwork shall not also occur on parapet tops and copings as these invariably lead to leakage. No portion of the

surface shall be left out initially to be packed up later on.

Each coat shall be kept dam continuously till the next coat is applied or for a minimum period of 7 days. Moistening

shall commence as soon as plaster is hardened sufficiently. Soaking of walls shall be avoided and only as much water

as can be readily absorbed shall be used excessive evaporation on the sunny or windward side of building in hot air or

dry weather shall be prevented by handling mattings or gunny bags on the outside of the plaster and keeping them

Mode of measurement & payment :

The rate shall include the cost of all materials, labour and scaffolding etc, involved in the operations described under

All 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

Soffits of stairs shall be measured as plastering on ceilings, Flowing soffits shall be measured separately.

For jambs, soffits, sills etc. for openings not exceeding 0.5 sq. mt. each in area for ends of joints, beams, posts,

girders, steps etc. not exceeding 0.5 sq. mt. each in area and for openings exceeding 0.5 sq.mt. and not exceeding

3.0 sq. mt. in each area deductions and additions shall be made in the following manner :

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.

Deduction for openings exceeding 0.5 sq. mt. but not exceeding 3 sq. mt. each shall be made as follows and no

addition shall be made for reveals, jambs, soffits etc. sills etc. of these openings.

When both faces of all wall are plastered with same plaster, deduction shall be made for one face only

When 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

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

White washing with lime on undecorated wall surfaces (TWO coats) to give an even shade including

thoroughly brooming the surface to remove all dirt, dust mortar drops and other foreign matter.

The calearcole shall be made from glue and boiling water by mixing 1 kg. Mixture shall be suitably tinted where

required for use under coloured distemper if required. Glue shall conform to I.S. 852-1969 (Specifications for animal

Lime used shall be freshly burnt class ‘C’ Lime (fat lime) and white in colour conforming to I.S. 712-1973. Water shall

conform to M-1 Best quality of gum shall be sued in the preparation of white wash. Ultramarine blue or Indigo: This

shall conform to I.S. 55-1970 for points and shall be used for preparation of white wash. Pigments: mineral colours,

not affected by lime shall be sued in preparing colour wash.

Preparation of white wash solution :

Surface already white or colour. The fat lime shall be slaked at site and shall be mixed and stirred with about five litres

of water for 1 kg. of unslaked lime to make a thin cream. This shall be allowed to stand for a period of 24 hours and

then shall be screened through a clean coarse cloth, 4 kg. of gum dissolved in hot water shall be added to each cubic

metre of lime cream. Small quantity of ultramarine blut (Upto 3 gms. Per kg. of lime) shall also be added to the last two

coats of white wash solution and the whole solution shall be stirred thoroughly before use.

Preparation of surface :

The surface shall be thoroughly cleaned of all dust, dirt, mortar cropping and other foreign matters before white wash

is to be applied.

The surface spoiled by smoke soot shall be scraped with steel wire brushes or steel scrappers or shall be rubbed with

over burnt surkhi or brick bats. The surface shall be then broomed to remove all dust, dirt and shall be washed with

Oil or grease spots shall be removed by suitable chemical and smooth surface shall be rubbed wire brushes.

All unsound portion of the surface plaster shall be removed to full depth of plaster in rectangular patches and

plastered again after raking the masonry joints properly. Such portion shall be wetted and allowed to dry. They shall

then be given one coat of white wash.

All unnecessary nails shall be removed, the holes cracks patches etc. shall be made good with materials similar in

composition to the surface to be prepared.

Scaffolding : Wherever scaffolding is necessary it shall be erected in such a way that as far as possible on part of

scaffolding shall rest against the surface to be white or coloured washed. A properly secured strong and well tied

suspended platform (Zoola) may be used for white washing. Where ladders are sued, pieces of old gunny bags shall

be tied at top and bottom to prevent scratches to the floors and walls. For white washing of ceilings proper stage

scaffolding shall be erected where necessary.

Application of white wash :

On the surface so prepared the white wash shall be applied with ‘Moon’ brush. The first stroke of the brush shall be

from top downwards, another from bottom upwards over the first stroke and similarly one stroke from the right another

from the left, over the first stroke brush before the it dries. This will from one coat. Each coat shall be allowed to dry

before next coat is applied. Number coats as specified in item shall be applied. It shall present smooth and uniform

finish free from brush marks and it should not come off easily when rubbed finger.

Splashing and dropping if any on the doors and windows, ventilators etc. shall be removed and the surface cleaned.

Priming and Alkali resistant treatments, scrapping of surface washing etc. surface spoiled by smoke soot removed of

oil and grease spots treatment for infection with effloresces moulds moss, funji and kitchen and patch repairs to

plaster wherever done shall not be paid extra.

Mode of measurements & payment :

All the work shall be measured in the decimal system as under :

Dimensions shall be measured to the nearest 0.01 M.

Area in individual items shall be worked out to the nearest 0.01 Sq. M.

All the work shall be measured in sq. mt. Deductions for jambs, soffits, stills etc. for opening not exceeding 0.5 sq. mt.

each in area for ends of joints, posts, beams, girders, steps etc. not exceeding 0.5 sq. mt. each in area and for

opening exceeding 0.3 sq. mt. and not exceeding 3.0 sq. mt. each in area deductions and additions shall be made as

No deductions shall be made for ends of joints beams, posts etc. and openings not exceeding 0.5 sq. mt. each. No

addition shall be made for reveals, jambs, soffits, sills etc. of these openings nor for finish around ends of joints,

beams, posts etc.

Deductions 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. of these openings :

When both the faces or walls are provided with finish, deduction shall be made for one face only.

When each face of wall is provided with different finish deduction shall be made for that side of frame for door,

windows etc. on which width of reveals is less than that of the other side, where width of reveals on both faces of wall

are equal, deduction of 50% of area of opening on each face shall be made from total area of finish.

When only one face of wall is treated and the other face is not treated, full deduction shall be made if the width of

reveal on the treated side is less than that on the untreated side, but if the width of the reveal is equal or more than on

the untreated side neither deductions nor additions be made for reveals, jambs, soffits, sills etc.

In case of area of opening exceeding 3 sq. mt. each, deduction shall be made for openings but jambs, soffits, shall be

No deduction shall be made for attachment such as casing, conducts, pipe, electric wiring and the like.

corrugated surfaces shall be measured flat as fixed and not girth. The quantities so measured shall be increased by

the following percentage and the resultant shall be included with the general areas.

Corrugated steel sheets 4%

Corrugated A. C. Sheets 20%

Semi corrugated A. C. Sheets 10%

Nainital pattern roof (Plain sheeting with rolls) 10%

Nainital pattern roof (with corrugated sheets) 25%

Cornices and other wall features, when they are not picked out in a different finish/colour shall be girthed and included

in the general area.

The rate shall include the cost of all materials, labour, scaffolding, protective measures etc. involved in all the

operations described above.

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

Distempering with dry distemper of approved brand and manufacture (One coats) and of required shade on wall

surfaces of given an even shade, after thoroughly brushing the surface clean of all grease, dirt, loose pieces of scales

including preparing the surface even and sand papered smooth.

Distempering with dry distemper of approved brand and manufacture (One coats) and of required shade on

wall surfaces of given an even shade, after thoroughly brushing the surface clean of all grease, dirt, loose pieces of

scales including preparing the surface even and sand papered smooth.

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

Distempering with dry distemper of approved brand and manufacture (One coats) and of required shade on wall

surfaces of given an even shade, after thoroughly brushing the surface clean of all grease, dirt, loose pieces of scales

including preparing the surface even and sand papered smooth.

Distempering with dry distemper of approved brand and manufacture (One coats) and of required shade on

wall surfaces of given an even shade, after thoroughly brushing the surface clean of all grease, dirt, loose pieces of

scales including preparing the surface even and sand papered smooth.

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

Item no.92,93,94

Finishing wall with water proofing cement paint of on wall surfaces (Two coats) to give an approved brand and

manufacture and of required shape even shade after thoroughly brushing the surface to remove all dirt and remains of

loose powered materials.

Finishing wall with water proofing cement paint of on wall surfaces (Two coats) to give an approved brand and

manufacture and of required shape even shade after thoroughly brushing the surface to remove all dirt and remains of

loose powered materials.

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

Item no.96,97,98,99

Finishing wall with water proofing cement paint of on wall surfaces (Two coats) to give an approved brand and

manufacture and of required shape even shade after thoroughly brushing the surface to remove all dirt and remains of

loose powered materials.

Finishing wall with water proofing cement paint of on wall surfaces (Two coats) to give an approved brand and

manufacture and of required shape even shade after thoroughly brushing the surface to remove all dirt and remains of

loose powered materials.

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

Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to give an required

shape even shade after thoroughly brushing the surface to remove all dirt, and remains of loose powdered

materials.etc complete

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

Applying two coats of Birla (white cement based) or Asian (acryliclapy-putty) or equivalent & two coats of

primer of approved brand and manufacture on new wall surface to give an even shade including thoroughly

brushing the surface free from mortar dropping and other foreign matter and sand papered smooth.

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

Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead

and lift. (i) R.C.C. work

The rate shall be for a unit of one Cum. The work should be done as specified in above item.

Demolition of Brick work and stone masonry including stacking of serviceable materil as and disposal of

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

Demolition of Brick work and stone masonry including stacking of serviceable materil as and disposal of

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

The rate shall be for a unit of one Cum

Dismentaling tiled of stone floors laid in mortar including stacking of serviceable materil as and disposal of

unserviceable materials with all lead and lift.

Dismentaling tiled of stone floors laid in mortar including stacking of serviceable materil as and disposal of

unserviceable materials with all lead and lift.

The rate shall be for a unit of one Sqm. The work should be done as specified in above item.

Applying general insecticide pest control treatment to floors, cup boards etc including labour material etc.

complete. Using Heptachloride 20 EC. As Per 6113_pests Consentration Weight 0.50 percentis recommended

one litre chemical emulsion dillute with 39 liter of water will give. Total dillute concrentration will be 40 litre

inclusive of one litre chemical emulsion appication 0.5 Litre chemical / Sqm of surface is recommended as per

Applying general insecticide pest control treatment to floors, cup boards etc including labour material etc. complete.

Using Heptachloride 20 EC. As Per 6113_pests Consentration Weight 0.50 percentis recommended one litre chemical

emulsion dillute with 39 liter of water will give. Total dillute concrentration will be 40 litre inclusive of one litre chemical

emulsion appication 0.5 Litre chemical / Sqm of surface is recommended as per I.S

The rate shall be for a unit of Smt

Providing erecting and fixing double coated Syntex PVC.(ISI) water tank of required capacity each with all

necessary fittings and connection etc. complete on terrace.

Providing erecting and fixing double coated Syntex PVC.(ISI) water tank of required capacity each with all necessary

fittings and connection etc. complete on terrace.

The rate shall be for a unit of Litre

Providing and fixing to wall ceiling and floor 10.0 Kg.F/Cm2 working pressure poluthene pipes of the

following out side Dia. Low densidy, complete with special falnge compression type fittings, wall clips

etc.including making good the wall ceiling and floor.

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY

The rate shall be for a unit of Rmt

Providing and fixing cast iron (Spun) Nahni trap of the following nominal diameter of self cleaning design with

C.I. screaed down or higned grating including cost of cutting and making good the walls and floor 100 mm

inlet and 50 mm outlet.(C)100mm dia.

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY

The rate shall be for a unit of Each

Providing and fixing water closet squatting Pan (Indian type W.C.Pan) size 580 mm (Earth work, bed concrete,

foot rest and trap to be measured and paid for separately) (A) Vitreous China. (I) Long pattern = White colour

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY

The rate shall be for a unit of Each

Provdg. & fixing wall mounted White / Color Vitreous China European water closet with integral P trap of

"Cera" - Clair Series or equivalent incl. seat cover , Chair Bracket etc. complete as per direction of engg. In

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY

The rate shall be for a unit of No

Providing and fixing 100 mm size P or S trap for water closet squatting pan including jointing

the trap with the pan and soil pipe in cement Mortar1:1 (1-Cement : 1-Fine sand)(A) Vitreous

China.Pattern in white colour

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY

The rate shall be for a unit of No

Providing and fixing wash basin with single hole for pillar tap with C.I.or M.S. brackets painted

white including sutting holes and making good the same but excluding fittings. (A) Vitreous

China: (ii) Flat Back wash basin 550 mm x v 400 mm size.(i) In white colour.

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY

The rate shall be for a unit of No

The rate shall be for a unit of No

Providing and fixing 600 mmx120 mm glass shelf with C.P. brass bracket and guard rail complete mixed to

wooden plug with C.P. brass screws.

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY

The rate shall be for a unit of No

Providing and fixing 600 mm x 450 mm bevelled edge mirrror of superior glass mounted on

mm thick A.C. sheet or ply wood sheet and fixing to wooden pluge with C.P. brass screws and

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY

The rate shall be for a unit of No

Item no.154 To 240. All the works Should be done as per specifications specified in Table. Item shall be

executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY ENGG-IN

CHARGE. All the Specifications should be considered as R & B S.O.R The works should be done as per

Instruction of Engineer In Charge. The Make and Work Metholody of All of the above items specified in above

tender Will be the Final Decision of Engineer In Charge Or Additonal City Engineer.

Important Note:-

As well as Considered Item Specifications as Per Item Given, not by serial number, the specifications of items which

are not mentioned in BOQ Item, Specifications should be considered as per AMC Sor Current Approved Rates for

Civil and Electrical Works, as per Available on Site of Ahmedabadcity.gov.in All the Specifications should be

Considered as per Schedules Rates of R & B Division of both civil and Electrical Works. Hence it an ARC Tender All

the Quantity Would Vary as per Instruction of Engineer in Charge. No Rate would be given Extra for Increase or

Decrease in the Quantity of The BOQ Scheduled Items. All work should be done as per instruction of Engg. In charge.

Seal and Signature of the Bidder Addl. City Engineer

Date: Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT (CENTRAL ZONE)

BILL OF QUANTITY

Name of work:- Ftrzgt Jtuzobtk sw>t sw>t BGþrl.rcÕz´dtu, Mfwjtubtk sYhe hevuh´d <&t heltuJuNl fhJt. (yu.yth.me)

Excavation for foundation up to1.5 m depth

1 7.50 including sorting out and stacking of useful 115.92 Cmt

materials and disposing of theexcavated

stuff upto 50 Meter lead.(A) Loose or soft

7.50 1.5 to 3.0 mt.depth 128.52 Cu.M.

Filling available excavated earth (excluding

2 7.50 rock) in trenches, plinth, sides of foundations 129.10 Cmt

etc. in layers not exceeding 20 cm. in depth

consolidation each deposited layer by ramming

3 7.50 Filling in plinth with sand underfloors 455.63 Cmt

including watering ramming, consolidating

and dressing etc. complete.

Filling in foundation and plinth with murrum or

4 7.50 selected soil in layers of 20 cm. thickness 286.20 Cmt

including watering, ramming and consolidating

Providing and laying cement

5 3.00 concrete1:5:10 (1-Cement: 5- coarses sand 2492.51 Cmt

and:10-hand broken stone aggregates 40mm

nominal size) and curing complete excluding

cost of formworkin (A) Foundation and Plinth

Providing and laying cement

6 3.00 concrete1:4:8 (1-Cement: 4- coarses and:8- 2653.67 Cmt

hand broken stone aggregates 40mm nominal

size) and curing complete excluding cost of

formworkin (A) Foundation and Plinth (upto

Providing and laying cement concrete 1:3:6 (1-

7 3.00 Cement : 3- coarse sand : 6- hand broken stone 2976.00 Cmt

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth..

8 2.00 Providing and laying cement concrete 1:3:6 (1- 4006.15 Cmt

Cement:3-coarse sand:6-hand broken

stone aggregates 20mm nominal size) and

curing complete including cost of formwork in

(A) wall caps/coping (upto 10 ton)..

Providing and laying cement concrete work

1:2:4 (1- Cement : 2- Coarse sand : 4- graded

9 2.00 stone aggregates 20 mm nominal size) and 3923.53 Cmt

curing complete excluding cost of formwork

reinforcement for reinforced concrete work in

(A) Foundations, footings, Base or columns and

Providing and laying cement concrete work

1:2:4 (1- Cement : 2- Coarse sand : 4- graded

10 3.00 stone aggregates 20 mm nominal size) and 4012.47 Cmt

curing complete excluding cost of formwork

reinforcement for reinforced concrete work in

(B) Slabs, landing, shelves, Balconis , Lintels,

Beams, Girders and Cantilever upto floor two

Providing and laying cement concrete work

1:2:4 (1- Cement : 2- Coarse sand : 4- graded

11 3.00 stone aggregates 20 mm nominal size) and 4012.47 Cmt

curing complete excluding cost of formwork

reinforcement for reinforced concrete work in

(D) Columns, Pillars posts and struts upto floor

Provdg. & laying cement concrete 1:2:4 (1

cement : 2 coarse sand : 4 graded stone

aggregates 20 mm nominal size) for

12 3.00 reinforced concrete chhajjas not exceeding 10 6487.07 Cu.M.

cm. thickness upto floors two level including

finishing the exposed surfaces with cement

mortar 1:3 (1 cement : 3 find sand) to give a

smooth and even surface centering and form

work and curing complete excluding cost of

Providing and laying in position Ready

Mixed M-150 grade concrete for reinforced

cement conctere work, using cement

content as per approved Design Mix

manufactured in fully automatic batching

13 1.50 plant and transported to site of work intransit 3790.21 Cum

mixer for a lead up to 10 kms having

continuous agitated mixer, manufactured as per

mix design of specified grade for reinforced

cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,

excluding the cost of centering shuttering

finishing and reinforcement including cost of

admixtures inrecommended proportions as per

IS:9103 to accelerate/ retard setting of

concrete, improve work ability without

impairing strength and durability as per

direction of theEngineer-in-charge. Without

Fly Ash (Min cement level as per latest IS456

shall be maintained) (Cement level 320 kg )

Providing and laying in position Ready

Mixed M-200 grade concrete for reinforced

cement conctere work, using cement

content as per approved Design Mix

manufactured in fully automatic batching

14 1.50 plant and transported to site of work intransit 4793.10 Cum

mixer for a lead up to 10 kms having

continuous agitated mixer, manufactured as per

mix design of specified grade for reinforced

cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,

excluding the cost of centering shuttering

finishing and reinforcement including cost of

admixtures in recommended proportions as

per IS:9103 to accelerate/ retard setting

of concrete, improve work ability without

impairing strength and durability as per

direction of theEngineer-in-charge. Without

Fly Ash (Min cement level as per latest IS456

shall be maintained) (Cement level 400 kg )

Providing and laying in position Ready

Mixed M-250 grade concrete for reinforced

cement conctere work, using cement

content as per approved Design Mix

manufactured in fully automatic batching

15 1.50 plant and transported to site of work intransit 4853.56 Cum

mixer for a lead up to 10 kms having

continuous agitated mixer, manufactured as per

mix design of specified grade for reinforced

cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,

excluding the cost of centering shuttering

finishing and reinforcement including cost of

admixtures in recommended proportions as

per IS:9103 to accelerate/ retard setting

of concrete, improve work ability without

impairing strength and durability as per

direction of theEngineer-in-charge. Without

Fly Ash (Min cement level as per latest IS456

shall be maintained) (Cement level 450 kg )

Providing and laying in position Ready

Mixed M-300 grade concrete for reinforced

cement conctere work, using cement

content as per approved Design Mix

manufactured in fully automatic batching

16 1.50 plant and transported to site of work intransit 5043.66 Cum

mixer for a lead up to 10 kms having

continuous agitated mixer, manufactured as per

mix design of specified grade for reinforced

cement concrete work including pumping of

R.M.C. from transit mixer to site of laying,

excluding the cost of centering shuttering

finishing and reinforcement including cost of

admixtures in recommended proportions as

per IS:9103 to accelerate/ retard setting

of concrete, improve work ability without

impairing strength and durability as per

direction of theEngineer-in-charge. Without

Fly Ash (Min cement level as per latest IS456

shall be maintained) (Cement level 475 kg )

Providing and laying in position Ready Mixed

M- 350 grade concrete for reinforced cement

conctere work , using cement content as per

approved Design Mix manufactured in fully

automatic batching plant and transported to site

17 1.50 of work in transit mixer for a lead up to 10 kms 5140.94 Cum

having continuous agitated mixer,

manufactured as per mix design of specified

grade for reinforced cement concrete work

including pumping of R.M.C. from transit

mixer to site of laying, excluding the cost of

centering shuttering finishing and

reinforcement including cost of admixtures in

recommended proportions as per IS: 9103 to

accelerate/ retard setting of concrete, improve

workability without impairing strength and

durability as per direction of the Engineer - in -

charge. Without Fly Ash(Min cement level as

per latest IS 456 shall be maintained) (Cement

18 3.00 Providing and laying controlled cement 3977.88 Cu.M.

concrete M.200 and curing complete excluding

the cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations,

footings, Base of columns and Mass concrete

19 2.00 Providing and laying controlled cement 4484.17 Cu.M.

concrete M.200 and curing complete excluding

the cost of formwork and reinforcement for

reinforced concrete work in (B) Walls, from top

of foundation level upto floor two level

Providing and laying controlled cement

concrete M.200 and curing complete excluding

20 3.00 the cost of formwork and reinforcement for 4460.36 Cu.M.

reinforced concrete work in (C)

Slabs,landing,shelves,Balconies Lintels,

Beams, Girders and Cantilever upto floor two

21 2.00 Providing and laying controlled cement 4558.20 Cu.M.

concrete M.200 and curing complete excluding

the cost of formwork and reinforcement for

reinforced concrete work in (D) Columns,

Pillars posts and struts upto floor two level.

22 3.00 Providing and laying controlled cement 5418.91 Cu.M.

concrete M.200 and curing complete excluding

the cost of formwork and reinforcement for

reinforced concrete work in (E) Staircases

excluding landing upto floor two level

23 3.00 Providing and laying controlled cement 4701.97 Cu.M.

concrete M.200 and curing complete excluding

the cost of formwork and reinforcement for

reinforced concrete work in (K) Vertical and

Horizontial its upto floor two level.

Providing and Laying ordinary cement concrete

24 3.00 1:2:4 (1-Cement 2 coarsesand: 4-graded 6241.78 Cum

stone aggregates 20 mm nominal size) and

finishing smooth with curing etc. complete

including the cost of form work but excluding

the cost of reinforsement for R.C.C work in

(iv) Slabs having more than 13 cm and upto

Providing and Laying ordinary cement concrete

25 2.00 1:2:4 (1-Cement 2 coarsesand: 4-graded 7401.59 Cum

stone aggregates 20 mm nominal size) and

finishing smooth with curing etc. complete

including the cost of form work but excluding

the cost of reinforsement for R.C.C work in

(iv) Slabs having more than 8 cm and upto

26 2.50 Brick work using common burnt clay building 3981.21 Cmt

bricks having crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Cement

Mortar 1:6 (1- Cement : 6 -fine sand)(B)

Brick work using common burnt clay building

27 7.00 bricks having crushing strength not less than 35 4241.70 Cmt

kg./Sq.Cm. in foundation and plinth in Cement

Mortar 1:6 (1- Cement : 6 -fine sand)(A)

Extra for brick work in superstructure above

plinth level upto floor two level (B)

Extra for brick work in superstructure above

plinth level upto floor two level (A) Modular

30 7.50 Extra for brick work in superstructure above 42.42

floor two level Item No. 2(6.13) (A) Modular

31 7.50 Extra for brick work in superstructure above 39.79

floor two level Item No. 2(6.13) (B)

32 15.00 Half brick masonry in common brunt clay 583.49 Smt

building bricks having crushing strength not

less than 35 Kg/Sq.Cm. in Cement mortar 1:5 (

1- Cement : 5 coarse sand ) in foundation and

Plinth conventional brickwork (up to 10 ton)

Extra for half brick masonry in super

structure above plinth level upto floor two level

(B) conventional

Providing and laying Pre cast Light weight

concrete hollow core wall with hollow core

34 3.00 concrete unit of approved make & size of 92 747.00 Sqm

mm thick, 600 mm wide and 2400 mm/

mm/ 2850 mm/ 3000 mm/ 3300 mm in legth

made from of controlled cement concrete M20

having cube compressive strength not less than

20 MP a jointing with high strength & tensile

adhesion non-shrink cementitious joint

compound /P.U. Foam. (Plaster not required)

Providing and laying Pre cast Light weight

concrete hollow core wall with hollow core

35 3.00 concrete unit of approved make & size of 120 842.00 Sqm

mm thick, 600 mm wide and 2400 mm/

mm/ 2850 mm/ 3000 mm/ 3300 mm in legth

made from of controlled cement concrete M20

having cube compressive strength not less than

20MP a jointing with high strength & tensile

adhesion non-shrink cementitious joint

compound/ P.U.Foam. (Plaster not required)

Providing and laying Pre cast Regular

36 3.00 concrete hollow core wall with hollow core 777.00 Sqm

concrete unit of approved make & size of

mm thick, 600 mm wide and 2400 mm/

mm/ 2850 mm/ 3000 mm/ 3300 mm in legth

made from of controlled cement concrete M35

having cube compressive strength not less than

35 MP a jointing with high strength & tensile

adhesion non-shrink cementitious joint

compound/ P.U.Foam. (Plaster not required)

Providing and laying Precast Regular

concrete hollow core wall with hollow core

37 3.00 concrete unit of approved make & size of 120 875.00 Sqm

mm thick, 600 mm wide and 2400 mm/

mm/ 2850 mm/ 3000 mm/ 3300 mm in legth

made from of controlled cement concrete

M35 having cube compressive strength not less

than 35 MP a jointing with high strength &

tensile adhesion non-shrink cementitious joint

compound /P.U.Foam. (Plaster not required)

Providing formwork of ordinary timber

planking so as to give a rough finish including

38 3.00 centering shuttering strutting and propping etc. 171.68 Smt

Height of propping and centering below

supporting floor to ceiling not exceeding 4 M.

and removal of the same for in situ reinforced

concrete and plain concrete work in. (A)

Foundations Footings Bases of Columns etc.

and Mass concrete.

Providing formwork of ordinary timber

planking so as to give a rough finish including

39 1.50 centering shuttering strutting and propping etc. 252.00 Smt

Height of propping and centering below

supporting floor to ceiling not exceeding 4 M.

and removal of the same for in situ reinforced

concrete and plain concrete work in. (B) Flat

surfaces such as soffits of supspened floors

slabs Landings and the like. (1) Floors etc. upto

200 mm in thickness.

Providing formwork of ordinary timber

planking so as to give a rough finish including

40 1.50 centering shuttering strutting and propping etc. 270.90 Smt

Height of propping and centering below

supporting floor to ceiling not exceeding 4 M.

and removal of the same for in situ reinforced

concrete and plain concrete work in. (B) Flat

surfaces such as soffits of suspended floor roof

slabs Landings and the like. (2) Floors etc.

above 200mm in thickness.

Providing formwork of ordinary timber

planking so as to give a rough finish including

41 1.50 centering shuttering strutting and propping etc. 229.95 Smt

height of propping and centering below

supporting floor to ceiling not exceeding 4 M.

and removal of the same for in situ reinforced

concrete and plain concrete work in. (C)

Vertical surface such as walls (any thickness)

partitions and the like including attached

buttresses & string course & the like.

Providing formwork of ordinary timber

planking so as to give a rough finish including

42 1.50 centering shuttering strutting and propping etc. 192.15 Smt

height of propping and centering below

supporting floor to ceiling not exceeding 4 M.

and removal of the same for in situ reinforced

concrete and plain concrete work in. (H) (1)

Sides and soffits of Beams Beam Haunchings

cantilevers Girders Bressumers and Lintels not

exceeding 1 M. in Depth.

Providing formwork of ordinary timber

planking so as to give a rough finish including

43 1.50 centering shuttering strutting and propping etc. 297.68 Smt

height of propping and centering below

supporting floor to ceiling not exceeding 4 M.

and removal of the same for in situ reinforced

concrete and plain concrete work in. (G)

Columns PillarsPosts and struts. (1) Square

Rectangular Polygonal in plan.

Providing formwork of ordinary timber

planking so as to give a rough finish including

44 1.50 centering shuttering strutting and propping etc. 422.10 Smt

height of propping and centering below

supporting floor to ceiling not exceeding 4 M.

and removal of the same for in situ reinforced

concrete and plain concrete work in. (G)

Columns PillarsPosts and struts. (2)Circular or

curved in Plan.

Providing formwork of ordinary timber

planking so as to give a rough finish including

45 1.50 centering shuttering strutting and propping etc. 192.15 Smt

height of propping and centering below

supporting floor to ceiling not exceeding 4 M.

and removal of the same for in situ reinforced

concrete and plain concrete work in. (H) (1)

Sides and soffits of Beams Beam Haunchings

cantilevers Girders Bressumers and Lintels not

exceeding 1 M. in Depth.

Providing and fixing 35 mm thick shutters for

46 1.50 Doors, windows and clear story windows 3902.35 Cu.Dm.

including anodised alluminium butt hinges with

necessary screws.(A) Indian Teak Wood (1)

Providing and fixing 35 mm thick shutters for

47 1.50 Doors, windows and clear story windows 3211.96 Smt

including anodised alluminium butt hinges with

necessary screws. (A) Indian Teak Wood (ii)

48 1.50 Providing and fixing 35 mm thick shutters for 3557.15 Smt

Doors, windows and clear story windows

including anodised alluminium butt hinges with

necessary screws. (A) Indian Teak Wood(iii)

Partly panelled and partly glazed.

(Providing and fixing 35 mm thick shutters for

49 1.50 Doors, windows and clearstory windows 3620.47 Smt

including blackenamelled M.S. butt hinges with

necessary screws. (A) Indian teak wood. (i)

Fully Panelled.

(Providing and fixing 35 mm thick shutters for

50 1.50 Doors, windows and clearstory windows 2930.08 Smt

including blackenamelled M.S. butt hinges with

necessary screws. (A) Indian teak wood. (ii)

51 1.50 Providing and fixing 35 mm thick shutters for 3275.28 Smt

Doors, windows and clearstory windows

including blackenamelled M.S. butt hinges with

necessary screws. (A) Indian teak wood. (iii)

Partly panelled and partly glazed.

Providing and fixing 35 mm thick panelled

52 1.50 ,glazed or panelled and glazed shutters, for 3459.09 Smt

Doors windows and clearstory windows

including anodised alluminium But hinges with

necessary screws and indian teak wood shutters

with. (A) Plywood sheet panels.

Providing and fixing 35 mm thick panelled

53 1.00 ,glazed or panelled and glazed shutters, for 3464.51 Smt

Doors windows and clearstory windows

including anodised alluminium But hinges with

necessary screws and indian teak wood shutters

with. (B) Particle board panels

Providing and fixing 35 mm thick panelled

54 1.00 ,glazed or panelled and glazed shutters, for 3433.65 Smt

Doors windows and clearstory windows

including anodised alluminium But hinges with

necessary screws and indian teak wood shutters

with. (C) Hard board panels.

Providing and fixing 35 mm thick panelled

55 1.00 ,glazed or panelled and glazed shutters, for 3406.53 Smt

Doors windows and clearstory windows

including anodised alluminium But hinges with

necessary screws and indian teak wood shutters

with. (D) Asbestos sheet panels.

56 1.00 Providing and fixing 25 mm thick shutters for 3034.10 Smt

cupboards etc. including anodised alluminium

butt hinges with necessary screws. (A) Indian

teak wood. (i) Fully Panelled.

57 1.50 Providing and fixing 25 mm thick shutters for 2594.74 Smt

cupboards etc. including anodised alluminium

butt hinges with necessary screws. (A) Indian

teak wood. (ii) Fully Glazed.

Providing and fixing 25 mm thick shutters for

58 1.50 cupboards etc. including anodised alluminium 2814.42 Smt

butt hinges with necessary screws. (A) Indian

teak wood. (iii) Partly panelled and partly

59 3.00 Providing and fixing plain asbestos cement 224.00 Smt

sheet 6 mm thick in partitions including fixing

to fames with screws etc, complete with 50 mm

x 12 mm Deodar wood beading (Frames to be

paid separately) (upto 10 ton)

Providing and fixing in partitions 4 mm thick

60 1.00 medium hard board of approved quality 328.00 Smt

including fixing to fames with screws etc

complete with 50 mm x 12 mm teak wood

beading (Frames to be paid separately) (upto

25 mm thick wooden shelves supported on

61 1.00 40 x 40 mm x 6 mm T or L iron brackets 1360.00 Smt

fixed at suitable distances but not exceeding

cm. apart with Mango wood or equivalent

quality. (upto 10 ton)

40 mm thick wooden shelves supported on

62 1.00 40 x 40mm x 6 mm T or L iron brackets fixed 1810.00 Smt

at suitable distances not exceeding 75cm.

Apart with Mango wood or

equivalent quality. (upto 10 ton)

Providing and fixing M.S. round or square bars

63 5.00 with M.S. flats at required spacing in wooden 68.53 kg

frames of windows and clerestory

windows.(upto10 ton)

Providing and fixing M.S. grills of required

64 5.00 pattern to wooden frames of windows etc. 100.17 kg

with M.S. flats at required spacings and

frame alround, square or round bars with round

headed bolts and nuts or by screws (A) Plain

Grill. (upto 10 ton)

Providing and fixing M.S. grills of required

65 5.00 pattern to wooden frames of windows etc. 143.64 kg

with M.S. flats at required spacings and

frame alround, square or round bars with round

headed bolts and nuts or by screws (A)

Ornamental Grill. (upto 10 ton)

Providing and fixing glazed louvered glass

66 1.50 windows and ventilators with teak wood 4102.54 Smt

frame 10 cm. x 7 cm. size including 3 coats of

oil painting to wood work etc.complete. (upto

Providing and fixing 35 mm thick shutters for

67 1.50 Doors, windows and clere story windows 4595.06 Smt

including Indian teak wood frames 10 cm x

cm. size including anodized alluminium

fixtures and fastenings including primer coat of

approved quality and two coats of oil painting

etc, complete.(ii) Fully Glazed.

Providing and fixing 35 mm thick shutters for

68 1.50 Doors, windows and clere story windows 5285.45 Smt

including Indian teak wood frames 10 cm x

cm. size including black enamelled iron

oxidixed fixtures and fastenings including

primer coat of approved quality and two coats

of oil painting etc, complete.(ii) Fully Panelled.

Providing and fixing 35 mm thick shutters for

Doors, windows and clerestory windows

69 1.00 including Indian teak wood frames 10 cm x 7 4940.25 Smt

cm. size including anodized alluminium

fixtures and fastenings including primer coat of

approved quality and two coats of oil painting

etc, complete. (iii) Partly panelled and partly

Providing and fixing 30 mm thick FACTORY

MADE SOLID PANEL PVC DOOR

SHUTTER consisting of frame made out of

M.S.tubes of 19 gauge thickness and size of

mm x 19 mm for stiles and 15 mm x 15 mm for

to p and bottom rails.M.S. frames hall have a

coat of steel primers of approved make and

manufacture, M.S. frames hall be covered with

70 10.00 5 mm thick heat moulded PVC ‘C’ channel 1135.02 Smt

of size 30 x 50 mm formings tiles, and

mm thick 75 mm wide PVC sheets for to prail,

lock rail and bottom rail on either side, and

mm (5 mm x 2) thick, 20 mm wide cross PVC

sheet as gap insert for to p rail and bottom rail,

Panelling of 5 stiles and rails with 30 mm

wide x 5 mm thick PVC sheet beading on

eighter side, and joined together with

solventcement adhesive,. An additional 5 mm

thick PVC strip of 20 mm width is to be

stculkon the interiors ide of the ‘c’ channel

using PVC solventcement adhesive etc.

complete as per direction of Engineer incharge,

manufacture’s specification and drawing.

Providing and fixing in position collapsible

71 5.00 steel shutters with vertical channels 20 x 10 x 5391.23 Sq.M.

2 mm braced with flat iron diagonal 20 x6 mm

size with top and bottom rails T iron 40 x 40 x

6 mm with 38 mm dia steel pulleys complete

with bolts, units, locking arrangements,

stoppers, handles, including a priming coat of

red lead paint & approved make.

Providing and fixing 1 mm thick M.S. sheet

sliding shutters with frame and diagonal

72 1.00 braces of 40x40x6 mm angle iron, 3.15 mm 3652.12 Sqm

M.S.gusset plates at Junctions and corners

mm dia. pulley, 40x40x6 mm angle and T-

iron huide rail at top and bottom respactively

with handles, stoppers and locking agangement

etc, including applying a priming coat of red

lead paint. (upto 10 ton)

Providing and fixing rolling shutters of

approved make made of 80 mm wide M.S.laths

73 1.00 inter-locked together through their entire length 3468.72 Sqm

and jointed together at theends by end locks

mounted on specially designed pipe shaft with

bracket plates, guide channels and arragements

for inside and out side locking with push-pull

operation including the cost of hood

cover and spring etc. complete. (A) Shutters

having width below 3.5 M.

Providing and fixing rolling shutters of

approved make made of 80 mm wide M.S.laths

74 1.50 inter-locked together through their entire length 4450.51 Smt

and jointed together at theends by end locks

mounted on specially designed pipe shaft with

bracket plates, guide channels and arragements

for inside and out side locking with push-pull

operation including the cost of hood

cover and spring etc. complete. (A) Shutters

having 3.5 M. & Above

Providing & Fixing in position Alluminium

doors with frame using approved quality

anodised extruded alluminium section as

approved by Engg.in charge(Jindal

75 1.00 alluminium) (a) Frame sections 101.6x44.45 2900.00 Smt

mm (b) Shutter bottom vertical & top section

(c) Shutter bottom section at 114.3x44.45 mm

at (1.37kg/mt) Shutter middle section at

100x44.3 wt.(1.37 kg/mt) incl.providing &

installing 5 mm thick approved color Acrylic

sheet of standard quality fixed with glazing

chips on upper pannel & Laminated sheet

on lower pannel (wtt.0.13 kg/Rmt)

etc.comp.as direction of engg.in charge.(N.S.)

Providing and fixing extruded aluminum

window having extruded aluminum Colour

Powder Coated section frame main outer size

Kg/mt,horizontal Four track member size

Kg/mt,vertical member of size 122.20mm x

31.75mm x 1.50mm ,@ Wt. 1.398 Kg/mt with

sliding shutters of horizontal member size

0.456Kg/mt,vertical member of size 40mm x

18mm x 1.29mm @ wt.of 0.456Kg/mt,@ with

5 mm thick transparent bronze colour tinted

float glass with powder coated aluminum