Repairing and Maintanance Work for Urinal, Public Toilet and Pay and Use at diff. Places in Madhupura area in Shahibaug Ward.

Name of work: - bægÍtul Ntnectd Jtuzobtk bt^wvwht rJM<thbtk swœe swœe søgtytuyu ytJuj ngt< gwhelj/ Ãtçjef

xtuRjux/vu yuLz gwÍ hevuhekd/ buLxulLm fhJtltk <ubs yLg ytlw»ttkdef ftb ctc<. (yu.yth.me. xuLzh)

Tender Invited on Behalf of AMC, Central Zone.

Assistant Manager, Central Zone,

Central Zone Zonal Office”, B – Wing,

Third Floor,Sardar Patel Bhavan,

Danapith, Ahmedabad-380001.

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

Notice inviting Tender

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

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

within the limit of A.M.C.

1 Name of work bægÍtul Ntnectd Jtuzobtk bt^wvwht rJM<thbtk swœe swœe søgtytuyu ytJuj ngt<

gwhelj/ Ãtçjef xtuRjux/vu yuLz gwÍ hevuhekd/ buLxulLm fhJtltk <ubs yLg

ytlw»ttkdef ftb ctc<. (yu.yth.me. xuLzh)

2 Estimated Tender Amount

Rs.29,99,888.43 (exclusive of GST). GST will be paid extra

by AMC/Authority at prevailing rate to the contractor

3 Tender fee Rs. 1500/-

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

Tender Fee shall be submitted physically along with the Physical

4 Time Limit 12 Months (Excluding Moonsoon)

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

Documents loaded mentioned AS PER TENDER NOTICE INVITED

6 Required registration Register “E1” 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.29,999.00 (Demand Draft / pay order / Bank Guarantee in favour of

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

(1 % of Estimate put to in 10.0 below. Demand Draft/Bank Guarantee shall be from approved

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

of Ahmedabad city only and it should be valid for 120 days. E.M.D. shall

be submitted physically along with the Physical Submission.

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

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

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

Bhavan, Danapith, Ahmedabad-380001.

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

responsive and shall be summarily rejected.

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

Tender Documents • Whole tender shall be submitted only on

www.teder.nprocure.com website as per Schedule mentioned in Notice

inviting Tender.

• 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. The

Tenders. 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 specified. Price Bid

shall be submitted physically duly signed & seal without mentioning

quoted rated, else it shall be considered as rejected.

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

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

Signature of bidder Page

Ahmedabad Municipal Corporation

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

pay order / Bank Guarantee in favour of Municipal Commissioner,

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

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

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

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

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

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

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

deducted from each running bill.

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

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

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

18 GST condition This rate shall be without GST. As Per New slab GST 18% Additional paid

when finally estimate approval. as per circular no.38 Dt.21.11.2022

19 Penelty Clause AMC Online modules ccrs complain with in sla time limit to work any

how completed, if not completed and indicate after converted to

beyond Sla in this case a penelty will have to be paid in deposited in

Amc. Penalty Clause mention for your knowledge at page no. 41 &

• 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

• 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

Signature of bidder Page

Ahmedabad Municipal Corporation

Additional City Engineer

Ahmedabad Municipal Corporation,

Name of Work:- bægÍtul Ntnectd Jtuzobtk bt^wvwht rJM<thbtk swœe swœe søgtytuyu ytJuj ngt<

gwhelj/ Ãtçjef xtuRjux/vu yuLz gwÍ hevuhekd/ buLxulLm fhJtltk <ubs yLg ytlw»ttkdef

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

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

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

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

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

Quantities, furnished by AHMEDABAD MUNICIPAL CORPORATION.

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

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

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

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

provisions of these conditions.

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

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

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

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

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

money paid by me/us and take necessary action as deemed fit.

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

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

Employer If I/We fail to commence the work specified. Otherwise the Employer shall retain the

said sum, as on account of such Security Deposit as provided for in the aforesaid documents.

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

accordance with conditions in the aforesaid documents.

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

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

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

I / We am/are lowest in more than one tender.

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

the date of opening of the tender.

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

mentioned in the tender terms and conditions. I am also bound to submit all supporting

Genuine Original documents as and when asked and if any discrepancy found in such documents

as well as in the executed Work with respect to Quality/Quantity at any stage of work or even

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

documents submitted by me and if any Documents found false/fake then Municipal

Commissioner/AMC has right to take any action/penalty/punishment against me.

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.

Signature of bidder Page

Ahmedabad Municipal Corporation

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

Signature of bidder Page

Ahmedabad Municipal Corporation

INSTRUCTIONS TO BIDDERS

1. Scope of Bid

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

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

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

detailed in the table given in the Invitation for Bid (hereinafter called as IFB.) from

competent bidder. The bidders may submit bids for the works detailed in the table

2.0 Source of Funds

Ahmedabad Municipal Corporation has arranged the fund for this project.

3.0 Eligible Bidders

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

defined in this tender.

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

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

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

not be eligible to bid.

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

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

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

to submit the Bid.

4.0 Qualification of the Bidder

4.1 Requires registration:- Register “D” class having in Road Works in PWD in Govt. R&B /

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

5.0 DISQUALIFICATION

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

subject to be disqualified if they have,

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

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

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

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

or debarring from AMC work etc.

• Tampered the bid document in any manner.

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

purpose of restricting competition.

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

other advisors in any manner whatsoever.

• Proposal not submitted in accordance with this tender.

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

commercial terms.

• The bidder qualifies the proposal with his own conditions.

• Proposal is received after due date and time.

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

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

before the due date of opening.

Signature of bidder Page

Ahmedabad Municipal Corporation

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

Earnest Money Deposit.

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

Translation in case of other language adopted for tender preparation.

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

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

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

• Any condition which affect the cost.

• If it is joint venture.

5.1 Debarment / Black listing

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

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

to be decided by the Employer.

6.0 Cost of Bidding

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

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

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

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

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

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

of visiting the Site shall be at the Bidder's own expense.

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

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

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

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

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

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

requirements. No claim shall be entertained for the same.

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

and no claim shall be entertained for the same.

B. BIDDING DOCUMENTS

9.0 Content of Bidding Documents

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

1. Notice inviting e-Tender

2. Special conditions of Contract

3. Instructions to Bidders

4. Qualification Information

5. Conditions of Contract

6. Technical Specifications

7. Forms of Bid

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.

Signature of bidder Page

Ahmedabad Municipal Corporation

Failure to comply with the requirements of bid documents shall be at the bidder’s own

risk. Bids which are not substantially responsive to the requirements of the bid

documents shall be rejected.

10.0 Amendment of Bidding Documents

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

documents by issuing addendum.

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

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

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

advertisement for the same.

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

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

necessary the deadline for submission of bids.

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

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

C PREPARATION OF BIDS

11.0 Language of the Bid

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

12.0 Documents comprising bid

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

• Technical Bid

• Financial Bid

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

along with bid:

• Required Registration Certificate

• Other requested documents

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

Instructions to Bidders (ITB)

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

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

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

the date of physical submission of bid and addressed to the addressee given in the NIT

duly super scribed “Name of Work, Bid due date and time, Name and address of the

13.0 Bid Prices

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

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

• 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

Signature of bidder Page

Ahmedabad Municipal Corporation

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

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

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

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

where expressly specified, otherwise, in the contract.

14.0 Currencies of Bid and Payment

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

in Indian Rupees.

15.0 Bid Validity

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

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

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

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

specified additional period. The request and the bidders' responses shall be made in

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

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

but will be required to extend the validity of his bid security for a period of the

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 / Gandhinagar City

A. As per Government of Gujarat G.R. No. - FD/MSM/e-file /4 /2023/ 4020/D.M.O. Date:

11/03/2024 & Circular of Finance Department, AMC no. 10 Date: 05-08-2024,

approved Banks are Guarantees issued by following banks will be accepted as SD/EMD

on permanent basis.

 All nationalized Banks

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

March- 31, 2025. 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. Bandhan Bank

4. City Union Bank

6. DBS Bank India Limited

8. Equitas Small Finance Bank

9. Federal Bank

Signature of bidder Page

Ahmedabad Municipal Corporation

14. IDFC First Bank

15. IndusInd Bank

16. Jana Small Finance Bank

17. Karnataka Bank

18. Karur Vysya Bank

19. Kotak Mahindra Bank

20. South Indian Bank

21. Tamilnadu Mercantile Bank

22. 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. SVC Co-operative Bank

7. The Cosmos co-opretive Bank

8. Baroda Gujarat Gramin Bank

9. Saurashtra Gramin Bank

10. The Gujarat State Co-Operative Bank

11. The Mehsana Urban Co-operative Bank Limited

12. The Surat District Co-operative Bank

13. The Surat Peoples Co-operative Bank

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

Employer as non-responsive.

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

as non-responsive.

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

returned as promptly as possible.

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

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

and signed the agreement.

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

the Agreement and furnished the required security deposit.

16.7 The Bid Security shall be forfeited,

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

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

(i) sign the Agreement; or

(ii) Furnish the required security deposit.

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

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

the bank guarantee shall be of Ahmedabad City only.

Signature of bidder Page

Ahmedabad Municipal Corporation

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

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

state of Indian Union, where executed.

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

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

Signing Power No. etc.

16.11 Each page of the bank guarantee for Earnest Money Deposit shall be duly

signed/initialed by the executing officers and the last page shall be signed in full,

indicating the particulars as aforesaid under the seal of the Bank.

D. SUBMISSION OF BIDS

17.0 Sealing and Marking of Bids

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

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

Bid envelopes shall be marked as follows:-

• Complete Tender Document with stamp all necessary qualification related documents

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.

Signature of bidder Page

Ahmedabad Municipal Corporation

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

amendment in accordance with respective Clause, in which case all rights and

obligations of the Employer and the bidders previously subject to the original deadline

will then be subject to the new deadline.

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

corrigendum if any.

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

and returned unopened to the bidder.

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

unopened to the bidder.

20.0 NOTIFICATION OF AWARD & SIGNING OF AGREEMENT

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

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

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

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

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

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

“Contract Price”).

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

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

The agreement will incorporate all correspondences between the Employer and the

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

21.0 SIGNING OF CONTRACT AGREEMENT

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

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

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

deposit before signing the Agreement with the Employer.

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

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

their Earnest Money Deposit / Bid Security.

22.0 SECURITY DEPOSIT

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

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

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

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

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

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

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

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

these tender documents.

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

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

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

for submission or discontinuity of the bank guarantee.

Signature of bidder Page

Ahmedabad Municipal Corporation

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

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

paper and for correct value of contract.

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

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

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

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

commercial terms and conditions of the tender.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

Security Deposit.

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

per contract are not completed in all respects.

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

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

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

of release of Security Deposit as stated above.

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

Employer’s office within 15 days of LOA.

23.0 Advance Payment and Security

The Employer will not provide any advance payment.

24.0 Dispute Review Expert

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

be final and binding to the bidder.

25.0 LITIGATION HISTORY

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

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

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

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

other appropriate actions shall be taken against the bidder.

DETAILS OF COMPLETED / ONGOING LITIGATION / ARBITRATION

Signature of bidder Page

Ahmedabad Municipal Corporation

Name of Value of the Reasons/Details for

Project Project (Rs.) litigation/arbitration Present

 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

Date: Ahmedabad Municipal

Signature of bidder Page

Ahmedabad Municipal Corporation

GENERAL CONDITIONS OF CONTRACT

1.0 Liquidated Damages

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

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

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

for the calculation of Liquidated Damages.

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

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

2.0 Retention Money

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

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

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

quality or abandoned / incomplete work.

3.0 Subcontracting

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

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

subcontracting shall not relieve the Contractor from any contractual obligations or

responsibility under the Contract.

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

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

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

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

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

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

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

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

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

thereof, for his misconduct or inadequacy of technical skills and experience, who is a

member of the Contractor’s staff or his work force, the Contractor shall ensure that

the person leaves the Site within seven days and has no further connection with the

work in the Contract.

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

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

provide such accommodations as per the rules of the local bodies. He shall make his

own arrangements for housing, stores, field office etc. He shall submit a site layout

plan indicating the location of various site facilities to be created by him at his cost for

the execution of work. The Owner shall in no way be responsible for any delay on this

account and no claim on this account whatsoever shall be entertained. All Basic

amenities shall be provided by the Contractor to Labours as per the prevailing labour

Signature of bidder Page

Ahmedabad Municipal Corporation

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

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

that danger to safety is avoided all the time in respect of,

Safety of the works

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

by him for the works

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

at the same site of the Employer and Engineers employees engaged 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

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

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

permissions directly from relevant Owners shall be obtained by him under intimation

to the Owner. Also all initial and running charges and security deposit, if any in this

regard shall be borne by him. The Contractor shall abide by all the rules/ bye laws

applicable in this regard and he shall be solely responsible for any penalty on account

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

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

precautions, the same shall be completely contractor’s responsibility. All the losses due

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

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

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

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

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

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

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

Contractor at his own cost and used at site.

Signature of bidder Page

Ahmedabad Municipal Corporation

6.0 Contractor to keep site clean:

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

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

site immediately.

7.0 Clearance of site on completion:

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

materials, rubbish, temporary works of every kind.

A. COST CONTROL

8.0 Bill of Quantities

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

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

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

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

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

measured by the Contractor jointly with the authorized representative of the Engineer

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

the contractor.

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

space etc. is to be made.

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

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

that purpose, or if for any other reason it shall, in his opinion, be appropriate, he shall

have the authority to instruct the Contractor to do and the Contractor shall do any of

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

 Omit any such work,

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

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

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

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

any, of all such variations shall be valued in accordance with the following sub clauses.

Provided that where the issue of an instruction to vary the Works is necessitated by

some default or breach of contract by contractor or for which he is responsible, any

additional cost attributable to such default shall be borne by the Contractor.

9.3 The Contractor shall not make any such variation without an instruction of the

Engineer. No instruction is required for quantities varying from those provided for the

items in the contract schedule B.

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

follows in the same order of priority.

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

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

Engineer-in-charge.

Signature of bidder Page

Ahmedabad Municipal Corporation

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

quantity variation.

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

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

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

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

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

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

(i) If the extra item is included in the S.O.R. of Road & Building Department, Year 2021-

22, the rate of extra item shall be that rate and premium (above or below) quoted by

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

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

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

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

Contractors profit.

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

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

incidental works.

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

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

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

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

to the 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.

Signature of bidder Page

Ahmedabad Municipal Corporation

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

14.0 Currencies

All payments shall be made in Indian Rupees.

15.0 Advance Payment

No Advance Payment shall be made.

16.0 Cost of Repairs

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

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

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

acts or omissions.

B. FINISHING THE CONTRACT

17.0 Completion

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

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

18.0 Termination

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

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

(b) Without reasonable excuse fails –

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

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

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

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

having received.

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

performance of his obligation under the contract.

Signature of bidder Page

Ahmedabad Municipal Corporation

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

permission of the engineer.

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

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

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

receive, trustee or manager for the benefit of his creditors, or if any act is done or

event occurs which (under applicable Laws) has a similar effect to any of these acts of

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

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

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

contract immediately.

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

of the Employer, under the contract or otherwise.

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

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

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

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

fundamental breach of the Contract.

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

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

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

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

for a reconstruction or amalgamation;

(c) The contractor fails to fulfill requirements;

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

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

time determined by the Engineer;

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

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

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

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

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

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

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

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

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

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

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

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

of free and open 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

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

Signature of bidder Page

Ahmedabad Municipal Corporation

site to the Employer including all materials and plant and equipment existing there

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

Signature of bidder Page

Ahmedabad Municipal Corporation

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 under clause

(viii) The amount payable to the contractor for the work carried out under clause 33 in

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

case where there are no specifications.

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

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

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

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

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

Signature of bidder Page

Ahmedabad Municipal Corporation

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

Seal and Signature of the Bidder AdditionalCity

Date: Ahmedabad Municipal

Signature of bidder Page

Ahmedabad Municipal Corporation

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Signature of bidder Page

Ahmedabad Municipal Corporation

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ytkfzt MvÐ Wfju <u he<u jFJt. «ðguf mw^tht vh xwkfe mne fhJe.

(8) y:- xuLzh hsw fh<tk vnujt Ftm fhelu xuLzhbtk œNtoJuj mwaltytulwk vtjl fhJtbtk ytÔgw lrn

ntug <tu xuLzh ybtLg dKJtbkt ytJNu <ule ltuk^ juJt rJlk<e Au. J¤e yt Vtubolwk bwFv]ƒ

ylu ftuLx[tfxhtult btdoœNol btxu mtbtLg rlgbtu ylu mwaltytu vK ft¤SvwJof JtkaJt

(1) ftuEvK fthK œNtoÔgt rmJtg ftuEvK fu c^t xuLzhtu yMJefthJtltu n¬ yctr^< hnu Au.

(h) xuLzhhu ctujvtuELx vullt c>ju NtneJt¤e vul&e Chujt xuLzhtu ðþkh< s ybtLg dKJtbtk

c:- Wvhle ctc<tu Wvhtk< xuLzh leault mkstudtubtk <h< ybtLg XhJtlu vtºt &Nu.

(1) xuLzh Chlth, rlg< ftb y&Jt ftb btxu bkswh fhuj y&Jt CtJ vºtflt ftuR ftuz y&Jt

vîr< y&Jt rJd<tubtk bwfuj Nh< y&Jt mw^thtbtk ftuR VuhVth mwaJ<t ntug.

(h) xuLzhlwk ftuR vtlwk fu vtlt ftZe ltkÏgwk/ltkÏgt ntug fu cœÕGþ / cœÕgt ntug.

(3) c^t mw^tht J^tht y&Jt atukxtzuje ftvjeytu Wvh xuLzh Chlthu xwkfe mne l fhe ntug.

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

(5) xuLzh Chlth y&Jt vuZele ctc<btk œhuf Ctdeœth y&Jt <u ykdulwk bwFðgthltbwk

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

Wvh ftuR mtûteyu mtF fhe l ntug.

f:- Nh<e xuLzh MJefthJtbtk ytJNu lne.

z:- xuLzh MJefthJw, 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 ytJNu lne.

(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.

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Ahmedabad Municipal Corporation

(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 ytJNu.

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

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

(10) y:- ftbltu «tud{um 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 5% juFu zevtuÍex

Che fhthvºt fhJtltu hnuNu.

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

mrn<lt CtJ dKJtbtk ytJNu. ylu <ubtk atjw ftb œhBgtl su ftuR VuhVth &Nu <ultu

J^thtu awfJJtbtk ytJNu lrnk.

c:- mûtb m•tt îtht Yt.1,00,00,000.00 mw^elt xuLzhle bkswheltu XhtJ vtzgt ctœ

(LOI) ytvJtbtk ytJNu ðgth ctœ rœl - 15 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

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 &e 3,00,000.00 Mþ^elt ftbtu btxu 1 btm

(2) Yt.3,00,000.00 &e 5,00,000.00 Mþ^elt ftbtu btxu 2 btm

(3) Yt.5,00,000.00 &e Wvhlt ftbtu btxu 3 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

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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 ytJNu.

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 jtdw vzNu.

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

(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.

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

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

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

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

c^u NY fhJw vzNu.

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

lwfNtl &Nu <tu <ule mkvwKo 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

(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

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

(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

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

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

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

ytvJtbtk ytJNu.

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

VhSgt< ytvJtlt hnuNu.

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

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

buLgwyj M¾{uJSkd ykdule btdoœrNoft lwk vtjl fhJwk.

(34) mœh xuLzhle ytRxbtult CtJtu ltKt Ft<tlt mh¾gwjh lkk.38, <t.21/11/2022 <&t

mûtb m<tle b¤uj bkkswhe bwsc Syumxe rmJtg dK<hebtkk juJtbt ytJuj <&t «Jo<btl

rlgb bwsc Syumxe awfJJt vtºt &Nu. su ægtlu jR <btb rczomu xuLzhtu ChJtlt hunNu.

(35) mœh xuLzh ykk<od<olt ftb mkkjøl y.Bgw.ftuvtuo.btkk «Jo<btl <btb rlgbtu/mh¾gwjhtu jtdw

vzNu, <ubs JF<tu JF< &lth mw^thtytu vK jtdw vzNu. suule ltuk^ jR xuLzhtu ChJtlt

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(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 fhJtlw hunNu.

(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.

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yufhthlwk Vtubo

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

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

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

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

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

ftuLx[tfxhle mne ylu rmfft

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GENERAL DETAILS SPECIFICATION OF MATERIAL

1.1 Water shall not be salty or brackish and shall be clean reasonably clear and

free from objectionable quantities of silt and tract of oil and injurious alkalis,

salts, organic mater and other deleterious materials which will either weaken the

mortar or concrete or cause efflorescence of attach the steel in R.C.C. Container

for transport, storage and handling of water shall be clean. Water shall conform

to the standards specified in I.S. 456-1978.

1.2 If required by the Engineer-in-charge it shall be tested by comparison with

distilled water. Comparison shall be made by means of standard cement tests for

soundness, time of setting and mortar strength as specified in I.S. 269-1976. Any

indication of unsoundness, change in time of setting of 30 minutes either more

or decrease of more than 10 percent in strength of mortar prepared with water

sample when compared with the results obtained with mortar prepared with

distilled water shall be sufficient cause for rejection of water under test.

1.3 Water for curing mortar, concrete or masonry should not be too acidic and

also not too alkaline. It shall be free of elements which significantly affect the

hydration reaction or otherwise interfere with the hardening of mortar or

concrete during curing or those which produce objectionable stains or other

unsightly deposits on concrete or mortar surfaces.

1.4 Hard and bitter water shall not be used for curing.

1.5 Potable water will be generally found suitable for curing mortar for preparing

2.1 Cement shall be Ordinary Portland, Ordinary Portland cement as per I.S. 269-

1976 or Portland slag cement as per I.S.455-1976.or Sulphate Resistant Cement

as per IS-12330 latest Revision.

2.2 Testing of Cement : It should be specifically noted that the cement

brought by the contractor at site of work shall be used after the same is tested

at the approved laboratory as per the direction of the Engineer-in-charge. Such

approved laboratory may be located at Ahmedabad. All the charges for transport

and testing of the samples shall have to be borne by the contractor. The

frequency of testing of such materials shall be in accordance to the relevant

Indian standard as directed by the Engineer-in-charge.

Sand shall be natural sand, clean, well graded, hard strong, durable and gritty

particles free from injurious of dust, clay, kankar nodules, soft or flaky particles

shale, alkali salts, organic matter, loam, mica or other deleterious substances

and shall be got approved from the Engineer-in-charge. The sand shall not

contain more than 8 percent of silt as determined by field test. If necessary the

sand shall be washed to make it clean.

3.2 COARSE SAND :

The fineness modulus of coarse sand shall not be less than 2.5 and shall not exceed

3.0. The sieve analysis of coarse shall be as under:

I. S. Sieve Percentage by I. S. Sieve Percentage by

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Designation weight passing Designation weight passing

sieve through sieve.

3.3 FINE SAND :

The fineness modulus shall not exceed 1.0. The sieve analysis of fine sand shall

I. S. Sieve Percentage by I. S. Sieve Percentage by

Designation weight passing Designation weight passing

through sieve through sieve.

2.36 mm 100 300 Micron 5 -

M-4 STONE GRIT :

4.1 Grit shall consist of crushed or broken stone and be hard, strong dense,

durable, clean, of proper gradation and free from skin or coating likely to prevent

proper adhesion of mortar. Grit shall for as possible flaky elongated pieces shall

It shall generally comply with the provisions of I. S. 383-1970. Unless special stone

of particular quarried is mentioned. Grit special stone of particular quarries is

mentioned. Grit shall be obtained from the best black trap or equivalent hard

stone as approved by the Engineer - in - charge. The grit shall have no

deleterious reaction with cement.

4.2 The grit shall conform to the following gradation as per sieve analysis :

I. S. Sieve Percentage passing I. S. Sieve Percentage Passing

Designation through sieve Designation through sieve

4.3 The crushing strength of grit will be such as to allow the concrete in which it is

used to build up the specified strength of concrete.

4.4 The necessary tests for grit shall be carried out as per the requirements of I. S.

2386 (Parts I to VIII) 1963, as per instruction of the Engineer-in-charge. The

necessity of test will be decided by the Engineer-in-charge.

M-5A STONE COARSE AGGREGATE FOR NOMINAL MIX CONCRETE :

5A.1 Coarse aggregate shall be of machine crushed stone of black trap or

equivalent and be hard, strong, dense, durable, clean and free from skin and

coating likely to prevent proper adhesion of mortar.

5A.2 The aggregate shall generally be cubical in shape. Unless special stones of

particular quarries are mentioned, Aggregates shall be machine crushed from the

best black trap or equivalent hard stone as approved. Aggregate shall have no

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deleterious reaction with cement. The size of the coarse aggregate for plain

cement concrete and ordinary reinforced cement concrete shall generally be as

per the table given below. However in case of reinforcement cement concrete

the maximum limit may be restricted to 6 mm less than the minimum lateral

clear distance between bars of 6 mm. less than the cover whichever is smaller.

I.S. Sieve Percentage Passing for I.S. Sieve Percentage Passing for

Designation single sized aggregates Designation single sized aggregates

of nominal size of nominal size

NOTE :- The percentage may be varied by the Engineer-in-charge when

considered necessary for obtaining better density and strength of concrete

5A.3 The grading test shall be taken in the beginning and at the charge of source of

materials. The necessary tests indicated in I.S. 383-1970 I. S. 456-1978 shall have

to be carried out to ensure the acceptability. The aggregates shall be stored

separately and handled in such a manner as to prevent the inter mixed on

different aggregates. If the aggregates are covered with dust, they shall be

washed with water to make them clean.

M-5B BLACK TRAP OR EQUIVALENT HARD STONE COARSE :

5B.1 Aggregate for Design Mix concrete : Coarse aggregate shall be of machine

crushed stone of black trap or equivalent hard stone and be hard, strong, dense,

durable clean and free from skin and coating likely to prevent proper adhesion

5B.2 The aggregates shall generally be cubical in shape. Unless special stones of

particular quarries are mentioned, aggregates shall be machine crushed from the

best, black trap or equivalent hard stones as approved. Aggregate shall have no

deleterious reaction with cement.

5B.3 The necessary tests indicated in I. S. 383-1970 and I.S.456-1978 shall have to

be carried out to ensure the acceptability of the material.

5B.4 If aggregate is covered with dust it shall be washed with water to make it

6.1 The bricks shall be hard or machine moulded and made from suitable soils

and kiln burnt. They shall be free from cracks and flaws and nodules of free lime.

The shall have smooth rectangular faces with sharp corners and shall be of

uniform colour.

The bricks shall be moulded with a frog of 100 mm x 40 mm and 10 mm to 20 mm

deep on one of its flat sides. The bricks shall not break when thrown on the

ground from a height of 600 mm.

6.2 The size of modular bricks shall be 190 mm x 90 mm.

6.3 The size of the conventional bricks shall be as under :

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6.4 Only bricks of one standard size shall be used on one work.The following

tolerance shall be permitted in the conventional size adopted in a particular

Length : = 1/8" (3.0 mm) Width : = 1/16" (1.50 mm)

Height : = 1/16" (1.50 mm)

6.5 The crushing strength of the bricks shall not be less than 35 Kg/Sq.cm. The

average water absorption shall not be more than 20 percent by weight.

Necessary tests for crushing strength and water absorption etc. shall be carried

out as per I.S. 3495 (Part-I to IV) -

M-6A FLY-ASH LIME BRICKS :

The fly ash lime bricks shall conform to Grade-1 or Grade-2 of IS-3812-1981. The

frog of the 80 to 100 mm x 40 mm x 10 to 20 mm size.

The size of modular bricks shall be 190 mm x 90 mm x 90 mm.

The size of conventional brick shall be 225 mm x 110 mm x 75 mm.

Only bricks of one standard size shall used on one work. The following tolerances

shall permitted in the conventional size adopted in a particular work:

Length : + 3 mm

Height : + 2 mm

The physical characteristic of bricks shall be as follows.

The minimum compressive strength of fly ash lime bricks shall not be less than

Kg/Sq.Cm. and the test shall be conform to IS-3495 (Part-I):1992.

The average drying shrinkage of the brick when tested by the method described in

IS 4139-1989 being shall not exceed 0.15 percent.

The averages water absorption not more than 20 percentage by mass and the test

shall conform to IS-3495 (Part-3):1992.

M-7 MILD STEEL BARS :

7.1 Mild steel bars reinforcement for R.C.C. work shall conform to I.S. 432 ( Part-II

) 1966 and shall be tested quality. It shall comply with relevant part of I.S.456-

7.2 All the reinforcement shall be clean and free from dirt, paint, grease, mill

scale or loose of thick rust at the time of placing.

7.3 For the purpose of payment the bar shall be measured correct upto 10 mm

length and weight payable worked out the rate specified below :

1. 6 mm 0.22 Kg./Rmt. 8. 20 mm 2.47 Kg./Rmt.

2. 8 mm 0.39 Kg./Rmt. 9. 22 mm 2.98 Kg./Rmt.

3. 10 mm 0.62 Kg./Rmt. 10. 25 mm 3.35 Kg./Rmt.

4. 12 mm 0.89 Kg./Rmt. 11. 28 mm 4.83 Kg./Rmt.

5. 14 mm 1.21 Kg./Rmt. 12. 32 mm 6.31 Kg./Rmt.

6. 16 mm 1.58 Kg./Rmt. 13. 36 mm 7.31 Kg./Rmt.

7. 18 mm 2.00 Kg./Rmt. 14. 40 mm 9.86 Kg./Rmt.

M-8 TMT FE-500 STEEL BARS FOR REINFORCEMENT :

8.1 Reinforcement bars shall conform to IS-432, IS-226 or IS-1786 with its latest

amendment and welded wire fabrics to IS : 1566. Only TMT bars for

reinforcement in RCC duct shall be used which shall be clean, free from pitting,

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oil, grease, paint, loose mill scale, rust, dirty dust or any other such substance

that will destroy or reduce bond.

It permitted by the Engineer-in-charge reinforcement shall be done in

accordance with IS-2751 or IS-9147 as applicable.

8.2 Other provision and requirements shall conform to specification No. M-7 for

mild steel bars.

M-9 MILD STEEL BINDING WIRE :

9.1 The mild steel wire shall be of 1.63 mm or 1.22 mm (16 or 18 gauge) diameter

and shall conform to I.S. 280-1972.

9.2 The use of black wire will be permitted for binding reinforcement bars. It shall

be free from rust, oil paint grease, loose mill scale or any other undesirable

coating which may prevent adhesion of cement mortar.

M-10 STRUCTURE STEEL :

10.1 All structural steel conform to I.S.226 - 1965. The steel shall be free from the

defects mentioned in I.S. 226-1975 and shall have a smooth finish. The material

shall be free from loose mill scale, rust pits or other defects affecting the

strength and durability. Rivet bars shall conform to I.S. 1148-1973.

10.2 When the steel is supplied by the contractor test certificate of the

manufacturers shall be obtained according to I.S. 226-1975 and other relevant

Indian Standards.

M-11 SHUTTERING :

11.1 The shuttering shall be either of wooden planking of 30 mm. minimum

thickness with or without steel lining or of steel plates stiffened by steel angles.

The shuttering shall be supported on battens and beams and props of vertical

ballies properly cross braced together so as to make the centering rigid. In

places of bullie props, brick pillar of adequate section built in mud mortar may be

11.2 The form work shall be sufficiently strong and shall have camber, so that it

assumes correct shape after deposition of the concrete and shall be able to resist

forces caused by vibration of live load of men working over it and other

incidental loads associated with it. The shuttering shall have smooth and even

surface and its joints shall not permit leakage of cement grout.

11.3 If at any stage of work during or after placing concrete in the structure, the

form sags or bulges out beyond the required shape of the structure, the concrete

shall be removed and work redone with fresh concrete and adequately rigid

form work. The complete form work shall be got inspected by and got approved

from the Engineer-in-charge, before the reinforcement bars are placed in

11.4 The props shall consist of bullies having 100 mm minimum diameter

measured at mid length and 80 mm at thin end and shall be placed as per design

requirement. These shall rest squarely on wooden sole plates 40 mm thick and

minimum bearing area of 0.10 Sq.m. laid on sufficiently hard base.

11.5 Double wedges shall further be provided between the sole plate and the

wooden props so as to facilitate tightening and easing of shuttering without

jerking the concrete.

11.6 The timber used in shuttering shall not be so dry as to absorb water from

concrete and swell or bulge nor so wet to shrink after erection. The timber shall

be properly sawn and planned on the sides and the surface coming in contract

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with concrete. Wooden form work with metal sheet lining or steel plates

stiffened by steel angles shall be permitted.

11.7 As far as practicable, clamps shall be used to hold the forms together and use

of nails and spikes avoided.

11.8 The surface of timber shuttering that would come in contact with concrete

shall be well wetted and coated with soap solution before the concreting is done.

Alternatively coat of raw linseed oil or oil of approved manufacture may be

applied in place of soap solution. In case of steel shuttering either soap solution

or raw linseed oil shall be applied after thoroughly cleaning the surface. Under

no circumstances black or burnt oil shall be permitted.

11.9 The shuttering for beams and slabs shall have camber of 4 mm per meter (1 in

250) or as directed by the Engineer-in-charge so as to offset of subsequent

deflection for cantilevers the camber at free end shall be 1/50 of the projected

length or as directed by the Engineer-in-charge.

M-12 HARD DRAWN WIRE :

The Hard drawn steel wire should confirming to IS-432 (Part 2), Hard drawn steel

wire shall be manufacture and its chemical composition should be as per para

3.0. The finished wire should be free from defects and finished in a workman like

manner. Nominal sizes, Tolerances, Physical requirements are as per IS :

(Part-II) latest edition. Hard drawn steel wire should be tested as specified in IS :

432 (Part-II) latest edition.

Note : All the B.I.S. mentioned above shall be with its latest addition as well

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ITEM TECHNICAL SPECIFICATIONS:

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xtuRjux/vu yuLz gwÍ hevuhekd/ buLxulLm fhJtltk <ubs yLg ytlw»ttkdef ftb ctc<. (yu.yth.me. xuLzh)

Item No : 01 Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all

with shoring and struting if required as per required gradient and line including

safety provisions using site rails and stacking excavated stuff including up to all

required lead cleaning the site etc. complete for all lifts and strata as specified. In all

sorts of soil and soft murrum.

0 to 1.5 meter depth.

1.5 to 3 meter depth.

3 to 4.50 meter depth.

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 a hot asphalt.

The rate of site clearance is deemed to be included in the rate of earth work for

which no extra will be paid.

After clearing the site, the center lines will be given by the Engineer-in-charge. The

contractor shall assume full responsibility for alignment, elevation and dimension of each

and all parts of the work. Contractor shall supply laborers, materials, etc. required for setting

out the reference marks and bench marks and shall maintain them as long as required and

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.

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The balance of the excavated quantity shall be removed by the contractor from the

site of work to a place as directed with lead upped 50 M. and all lift.

Mode of measurement and payment :

The measurement of excavation in trenches for foundation shall be made according

to the sections of trenches shown on the drawing or as per sections given by the Engineer-in-

charge. No payment shall be made for surplus excavation made in excess of above

requirements or due to slopping and sloping back as found necessary on account of

conditions of soil , and requirements of safety.

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

Mode of Measurement shall be on cubic meter basis.

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

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.

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)

Providing and laying cement concrete1:4:8 (1-Cement: 4-coarses and:8-hand broken stone

aggregates 40mm nominal size) and curing complete excluding cost of formworkin (A)

Foundation and Plinth (upto 10 ton)

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) Modular

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.

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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

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

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:

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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

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

35 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)

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.

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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

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 ignored.

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

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 4 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:

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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

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.

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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 inspection.

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 the like.

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

Item No. 10 :- Providing & fixing Steel door with Shutter for steel sheet 18 Gauge, and angel

and 40 x 40 x 3mm and steel doors frame of size 40 x 40 x 5 mm incl. anodised Iron

butt hinges and nece.fitting and fastening with necessary screws.Rate also incl. two

coats of oil paint etc comp.

Providing & fixing Steel door with Shutter for steel sheet 18 Gauge, and angel and 40 x40 x 3mm and

steel doors frame of size 40 x 40 x 5 mm incl. anodised Iron butt hinges and nece.fitting and fastening

with necessary screws.Rate also incl. two coats of oil paint etc comp.

The item covers the requirement of frames for doors, windows, clerstory windows their supply and

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The item covers the requirement of preparation of shutters for doors,

windows, clerestory windows, their supply and fixing.

All members of the frames shall be exactly at right angles. The right angle shall be checked from inside

surface of the respective members.

All member of frames shall straight without any warp or bow and shall have smooth surface well

planed on the three sides exposed at right angles to each other. The surface touching the wall may not

be planed unless it is required in order to straighten up the member or to obtain the overall size within

the tolerances specified.

Frame shall have dovetail joints. When clerestory windows are included, it shall be provided by having

full length one piece post for door or windows and clerestory window extending the frame on top at the

head to the required extent. Horns shall not be provided in the head of the frame. When No. still are

provided the vertical posts of the frame in the ground floor shall be embedded in the sill masonry for

10 cm in upper floors, their vertical posts shall be fixed in the floor or masonry by forming notches

mm deep. Slight adjustment spacing as necessary shall be done to have the hold fasts in the joints of

masonry course. The frame shall be created in position and held plumb with strong support from both

sides and built in masonry as it is being built. The transom shall be through tenoned in to the mortices

of the jamb post to the full width of the jamb post and the thickness of the tenon shall be not less than

Panelled shutters shall be constructed in the form of timber frame work of styles and rails with panel,

inserted of type as specified in the detailed drawings. Panel shall be fixed by providing grooves in the

style and rails. The styles and rails shall be joined to each other by mortise and tenon joints at right

All members of the shutters shall be straight without any warp or how and shall have smooth, well

planed faces at right angles to angles to each other.

The size of styles and rails shall be as per drawing or as directed. Styles and rails of shutters shall be

made of one piece only.

Fixtures & Fastenings:

The rate shall include anodised aluminium butt hinges including fixing with iron screws. The size and

number of hinges shall b as per table given in annexure-1.

Mode of measurements and payment:

The rate for shutter includes cost of providing block and clear for keeping the shutter in open position

The dimension of the shutter shall be measured clear size of the shutter in close position between the

grooves of the frame.

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

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Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden

frames of windows and clerestory windows.(upto10 ton)

Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames

of windows and clerestory windows.(upto10 ton)

Item should be executed as per site requirements amd instructions given by Engg-In-Charge.

Mode of payment shall be in Kg.

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

flats at required spacings and frame alround, square or round bars with round headed bolts and

nuts or by screws (A) Plain Grill. (upto 10 ton)

Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. with M.S. flats

at required spacings and frame alround, square or round bars with round headed bolts and nuts or by

screws (A) Plain Grill. (upto 10 ton)

Item should be executed as per site requirements amd instructions given by Engg-In-Charge.

Mode of payment shall be in Kg.

Providing and fixing glazed louvered glass windows and ventilators with teak wood frame 10 cm.

x 7 cm. size including 3 coats of oil painting to wood work etc.complete. (upto 10 ton)

Providing and fixing glazed louvered glass windows and ventilators with teak wood frame 10 cm. x

cm. size including 3 coats of oil pa inting to wood work etc.complete. (upto 10 ton)

Item should be executed as per site requirements amd instructions given by Engg-In-Charge.

Mode of payment shall be in Sq.m

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 19 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 5 mm thick heat moulded

PVC ‘C’ channel of size 30 x 50 mm formings tiles, and 5 mm thick 75 mm wide PVC sheets for

to prail, lock rail and bottom rail on either side, and 10 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

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Ahmedabad Municipal Corporation

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.

PVC doors shall be provided with EZ-7 section doorframe as mentioned in the item

description. The size of the door shall be as per

the drawing. The overall thickness of PVC doors

shall be 24 mm. The aluminium fixtures and

fastenings shall be fixed to the shutters as

directed by the engineer-in-charge.

The doors shall be of Sintex or any other approved make.

The holes for the hardware to be fitted shall be marked first on the door (for hinges, handle,

tower bolt, aldrop etc.); pilot holes of 3 mm shall

be pre-drilled and then hinges is to be fitted on

door. Screws shall not hammered on the door but

fastened by hand/electric screw driver.

Mode of measurement:

The rates of the PVC doors shall be on the basis of area in sq.mt. of PVC doors procured and

fixed by the contractor. No separate payment for

the aluminum fixtures and fastenings shall be

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

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 at the top.

All the adjoining work damaged while fixing of gate shall be made good to match the existing

work without any extra payment.

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.

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Ahmedabad Municipal Corporation

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 and laying 40 mm thick marble chips flooring rubbed and polished (I.E.terrazo) to

granolithic finish with under layer 30 mm thick cement concrete1:2:4 (1-Cement: 2-coarse sand:

4-graded stone aggregate 10 mm and down gauge) and to player 10 mm thick with white, black

or white and blak marble cihps of required sizes from 1 mm to 4 mm nominal size laid in cement

marble powder mix 3:1 (3-Cement:1-Marble powder by weight) in proportion of 4:7 (4-Cement:

7-marble chips by volume) (C) Medium Shade pigment with approx 50% white cement and 50%

ordinary cement (In top layer only) (upto 10 ton)

Providing and laying 40 mm thick marble chips flooring rubbed and polished (I.E.terrazo) to

granolithic finish with under layer 30 mm thick cement concrete1:2:4 (1-Cement: 2-coarse sand: 4-

graded stone aggregate 10 mm and down gauge) and to player 10 mm thick with white, black or white

and blak marble cihps of required sizes from 1 mm to 4 mm nominal size laid in cement marble

powder mix 3:1 (3-Cement:1-Marble powder by weight) in proportion of 4:7 (4-Cement: 7-marble

chips by volume) (C) Medium Shade pigment with approx 50% white cement and 50% ordinary

cement (In top layer only) (upto 10 ton)

Item should be executed as per site conditions and instructions given by Engg-In-Charge.

The rate shall be for a unit Sq.m.

Item no. 82 CatchPit Jali Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear

opening etc. comp. As directed by engineer in charge. (Based on Central Store Rate)

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND

INSTRUCTIONS GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of No.

Item No : 18 Constructing Chamber of following size including excavation, refilling, BBCC (1:5:10)

for foundation, C.C.Channel (1:2:4), finished 15 mm thick cement plaster inside in CM

1:3, finishing with cement slurry, Brick masonary in CM 1:5 & excluding the cost of

chamber seat cover etc.completed.

0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 0.90 meter

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Ahmedabad Municipal Corporation

0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to 0.90 meter.

0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 meter.

The sewet trench shall be excavated to the alignment and gradient shown on the plan

and section. In all storts soil including oil masonary asphalt roads and wet. excavation

. The sewer excavation shall be commenced at the down stream end of the sewer and

be continued upto the gradient as directed. The trench shall not open more than

meters in advace of the completed sewer only when directed by the Engineer in

charge looking to the progress of the work in obtaining the formation of the bottom

of the trenches the usual methods of suing sight rails and bonning roads shall be

adopted during the whole of the process. The center line of uniform height shall be

carried clearly on each rail. The depth of the excavation and invert of the sewer shall

be checked by means of bonning road of appropriate length and also straight edge.

The bed of the trench be shall well remmed before starting laying of sewer ines and

cement concrete and masonary work.

Where trenches are deep in bad grounds the sides shall be supported by suitable

imbering of shorting work looking to the nature of soil near big or important

structures, the sides of the trenches shall be closely and securely timbered. If any

settlement of the building is anticipated the timbering shall be left in the ground. The

various materials excavated shall be separately stacked so that in refilling the may be

relaid on the same order as before and least possible damage shall be done carpet on

the public roads and private properties. Surface covering consisting of asphalt carpet

shall be kept on one side and preserved for reinstatement. The excavated earth shall

not heaped near the trenchers so as to caused unnecessary obstruction along the

pulling inspection, trenches etc. shall be tunneled under only as necessary. The side of

the trenches shall be nearly vertical and plumb & red light shall be placed at each end

at intervals as instructed and further protested by rope fence. Necessary caution

boards shall also be erected and diaced as directed by the Engineer in charge.

Wherever possible material excavated from the trenches of whatever kind shall not

placed nearer than 3 meters from the outer edge of the excavated trench. The utmost

shall have to be taken in refilling the trenches so that no damage may be done no

sewer no lump shall be allowed to be put around the sewer. The remming of the

filling shall be done and well watered. The surplus earth shall be removed directed

within 30 meters lead. The measurement of the work shall be exact length and width

of the trench as specified or as per City Engineer instruction and depth shall be

measured vertical as per section upto invert or the pipe lind The City Engineer

reserves the right of extra excavation on either side if considers necessary for the

safely of the work.

The bottom and sides of the trench shall be dressed in level and plumb in all

directions before any concrete in India. In case the excavation is done deeper than

required no filling shall be allowed to bring the formation to proper level but

contractor shall have to lay cement or lime be concrete of filling or other acceptable

materials as directed by C.E. at contractor won cost so as to come to proper

information, in case bas formation are met with the work shall have be done as per

instruction of C.E. necessary arrangements for watering trenches must be provided be

contractor and without proper watering trenches will not be allowed to be tilled to

further. Contractor shall have to make arrangement for acees to invert of the sewer

and for inspection of the ware as ordered by the Engineer. If is required to shired or

after the alignment section of diameter of the pip the contractor shall carry or altered

the alignment section or diameter of the pipe the contractor shall carry out the

altered work at the rates quoted by him for the original work for items and contractor

shall not claim any expenses due to the changes made.

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Ahmedabad Municipal Corporation

In case no work shall be done at night or on Sundays & other holidays and during the

recess time except in and other holiday the case of bad grounds such as running sand

where the work must be executed various day night without intruption when so

ordered by the Engineer.

All existing water pipe storm drains sewer line railway tract, electric cables etc. which

do not in the opinion of Engineer required to be charged in location shall be

supported and protected from injury by the contractor. The contractor shall be liable

to pay all damages to water pipe, drains electric and telephone cables and to private

property during the execution of this contract and the same will be recovered from

the running bills or thedeposit of work whenever it becomes necessary in the opinion

of the Engineer in charge location of any existing sewers drains etc. not otherwise

from in these specification the contractor shall do the work of making such change

and the work shall be paid for as extra work. All places of public utility etc. shall be

kept accessible for use.

No extra payment shall be made for land sides and side slopes done without prior

approval of the Engineer in charge.

Wherever natural soil commends winder excavation the mentioned above the same

shall be given after approved C.E. The rate for excavation for easy jointing and

caulking nothing extra shall be paid for this.

Refilling of trenches shall be done only after the grade of line and hydraulic test

practicable of the lines are checked and approved of and order given by the Engineer

in charge. The refilling shall be accompanied by through watering the layers of

metrs. Further refilling shall be done there after and process should be repeated till

trenches are completely refilled. Temping and ramming with rammers shall have to

be done at all place of important work where ordered by Engineer in charge. After the

trench is give the trenches shall have to be refilled within 4 days with complete

watering. If the contractor fails to do watering satisfactory corporation shall get it

done at the risk and cost of the contractor with or without giving any notice and the

expenses incurred in doing so recovered from the contactor either in cost or from his

payment through bills.

The brickbats shall be of new bricks, hared well burnt and broken to 40 mm nominal

size. These shall be free from earth and shall be got app. use. Sand shall be clear coarse,

sharp and free from earth and other impurities. Mixing shall be done on brick or stone

platform or of brickbats to mortar shall be measured in heaps by brick height irregular

measure. If ordered by C.E.

Concrete shall be laid in layers of 15 cms. and well consolidated maintained by the

contractor for before commencing the brick work. over boxes, concrete shall be well

watered. The mix shall be done in prop. of 1 : 5 :

Cement shall confirm to M-3, sand shall confirm to M-6, coarse agg. shall confirm to M-

13, water shall confirm M-1.

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Ahmedabad Municipal Corporation

The prop. of the cement of sand coarse agg. shall be 1 : 5 : 10 i.e. 1 part of cement,

part of sand and 10 parts of coarse agg. by volume. and the work shall be carried out as

per inst. of Engineer in charge and as per C.3.

Brick work cement mortar :

Bricks shall be table brick confirming of approved kiln specifications as laid sown n PWD

Hand book NO. 2. These shall be well burnt and free from all defects and shall be got

approved by the Engineer in charge before the work is started. Cement to be used for

mortar shall comply with PWD Hand book specifications, cement mortar in the brick

work shall be 1 part of cement, 5 parts of sand. Every brick well sacked in water is

required to be laid I full & closed joints of cement mortar the thickness of which shall

not exceed 1.25 cms. If on removal of centering any open joint shall be found, these

shall be pointed immediately. Special care shall taken to make the face of brick work

smooth brick work shall be toothed or shall racked back in coarse.

All intrades of curves shall be worked from temple strictly made to dimensions as per

1974-75 latest plan and section approved by C.E.

Brick work in general shall be of first class workmanship & shall be executed according

to the plan working proper dimention & as directed by the Office in charge from time

to time. Brick should be thoroughly wetted in water before use. All brick work to be

cleaned & wetted before laying cement mortar shall be prepared in special iron pals.

And mixed bag of 1.25 cft. or 1 cft. as measured as the case may be. All materials shall

be stacked in one side so as not to obstruct traffic in any way. The masonry should be

constructed in proper workmanship like manner with jointing plumb etc. to confirm

with the general specification No. 45 PWD Hand Book. The face work should be nearly

finished. The shall be kept watered for a week at least three days after the date of

Providing and laying cement concrete 1:2:4

(1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size)

RCC Work :- In general, plain and reinforced concrete work for manholes shall be

carried out in accordance with latest version of IS 456 unless otherwise specified in this

specification. The slab of manhole shall be cast with shutters lined with plywood and

smooth finished. For avoiding surface cracks due to variation in atmospheric

temperature and exposure to direct sunlight, RCC slab of manholes after casting shall

be kept wet. M 15 grade of concrete used for construction of RCC manholes shall have

minimum cement content of 360 kg/cum of concrete. Bar bending schedule for

reinforcement shall be prepared by contractor and got approved from owner/ engineer

before proceeding with the work. Minimum cover to the reinforcement shall be

The rate includes cost of all labour, materials, tools and plant etc. required for

satisfactory completion of this item as described above.& the drawing as per A.M.C Dr.

S.O.R shall be final. The rate shall be for a unit of one number basis.

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Ahmedabad Municipal Corporation

Providing TMT bar.

TMT bars shall conform to M-18. Mild steel binding wires shall conform to M-21

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

dimensions shows as on the drawings or as directed.

Steel shall be clean and free from rust and loose mill scale at the time of fixing in

position and subsequent concreting.

Reinforcing steel shall conform accurately to the dimensions given in the bar bending

schedules shown on relevant drawings. Bars shall be bent cold to specified shape and

dimensions or as directed using a proper bar bender, operated by hand or power to

attain proper radius of bends. Bars shall not be bent or straightened in a manner that

will injure the material. Bars bent during transport or handling shall be straightened

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

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

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

of the round bar and the length of straight part of the bar beyond the end of the curve

shall be at least four times the diameter of the round bar. In case of bars which are not

round and in case of deformed bars, the diameter shall be taken as the diameter of

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

prevent any splitting of the concrete.

All the reinforcement bars shall be accurately placed in exact position shown on the

drawing and shall be securely held in position during, metal hangers, supporting wires

or other approved devices at sufficiently close intervals,. Bars shall not be allowed to

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

work. All devices used for positioning shall be of noncorrodible material. Wooden and

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

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

Pieces of broken stone or brick and wooden blocks shall not be used. Layers of bars

shall be separated by spacer bars, precast mortar blocks or other approved devices.

reinforcement after being placed in position shall be maintained in a clean condition

until completely embedded in concrete. Special care shall be exercised to prevent any

displacement of reinforcement in concrete already placed. To prevent reinforcement

from corrosion, concrete cover shall be provided as indicated on drawings. All the bars

producing from concrete and to which other bars are to be spliced and which are likely

to be exposed for a period exceeding 10 days shall be protected by a thick coast of neat

Bars crossing each other where required shall be secured by binding wires (annealed)

of size not less than 1 mm in such manner that they do not slip over each other at the

time of fixing and concreting.

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Ahmedabad Municipal Corporation

As far as possible, bars of full length shall be used. In case this is not possible,

overlapping of bars shall be done directed. When practicable, overlapping bars shall

not touch each other, but be kept apart by 25 mm or 1.25 mm times the maximum size

of the coarse aggregate whichever is greater by concrete between them. Where not

feasible, overlapping bars shall be bound with annealed wires not less than 1 mm thick

twisted tight. The overlaps shall be staggered for different bears and located at points

along the span where neither shear nor bending movement is maximum.

Whenever indicated on the drawings or desired by the Engineer- in-charge, bars shall

be joined by coup lings which shall have a cross-section sufficient to transpit the full

stresses of bars. The ends of the bars that are joined by coupling shall be upset for

sufficient length so that the effective cross section at the base of threads is not less

than norma l cross-section of the bar. Threads shall be standard threads. Steel for

coupling shall conform to I.S.

When permitted or specified on the drawings, joints of reinforcement bars shall be

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

located at points when steel will not be subject to more than 75 percent of the

maximum permissible stresses and welds so staggered that at any one section not

more than 20 percent of the rods are welded. Only electric are welding using a process

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

provisions for the work shall be accepted. Suitable means shall be provided for holding

bars securely in position during welding. It shall be ensured that no voids are left in

welding and when welding is done in two or three stages, previous surface shall be

cleaned properly. Ends of the bars shall be cleaned of all loose scale, rust, grease, paint

and other foreign matter before welding. Only competent welders shall be employed

on the work. the M.S. electrodes used for welding shall conform to I.S. 814. Welded

pieces of reinforcement shall be tested. Specimen shall be taken from the actual site

and their number and frequency of test shall be as directed.

R.C.C. Bedding :

Cement concrete for the bottom portion of manhole shall consist of one part of cement

two parts of sand four parts of black trap metal of other approved material of 0.6 to

cms size from well graded as per instruction. The rate includes all necessary materials

mixing lifting placing ramming watering etc. the exposed faces to be neatly finished

smooth with cement as per instructions. The concrete work to kept constantly watered

for at least fortnight.

Cement Plaster :

Cement plaster 15 mm thick shall be done using cement mortar of 1 part of cement &

parts of sand in uniform thickness with surfaces trely in plums. The work in general

shall comply with general specifications for plaster No. 64 in PWD hand book. The

plaster surfaces to be kept damp at least for a fortnight. All internal sides of the

manholes including soffit of the arch shall be provided with cement plaster.

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Ahmedabad Municipal Corporation

FRC manhole cover with seat to be set in cement mortar with cement concrete of 1 : 2 :

4 prop. alround. FRC cover shall be marked with year mar AMC. etc. & arrow showing

the direction of flow.

Foot steps shall be of the best quality PVC as specified above true to dimensions. The

rate includes mixing the same in position as directed PVC foot steps of approved design

and quality shall have to be fixed if so ordered by C.E. without extra charges. PVC steps

shall be fixed at interval of 37 cm. vertically & 22 cm. horizontally starting from the

invert of the line.

Mode Measurment

The mode of measurement shall be on Nos.

Item no. 19 Dismantling of existing Arch type manhole up to Arch and then Const. Slab type

manhole of following size incl. excavation, refilling and & finished 15 mm thick cement plaster

inside in CM 1:3, P/F 4 mm dia M.S.Steel HDPE coated steps 35 cm c/c at 35 cm staggered in

masonry CM 1:5, incl. cost of RCC Slab in CC 1:1.5:3, including Cantering & reinforcement as

directed by engineer in charge. Rate includes carting of debris and excavated soil

1) 1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M& reinforcement (Single jalli

at 15 C.M. c/c bothway 10 mm dia.) From 0 to 2 mt depth (Slab at Ground level)

(a)Excavation : This be done as specification in Item No.

(b)Brick bats Cement Concrete:-

: Cement used shall be got approved by the enginre in charge be fore starting the work this

shall comply with specification in general.

Sand to be used should comply with specification of

P.W.D. hand book in general.

Brickbats to be used for concrete must be thoroughly well burnt and free fromany

impurities and size from 20 to 25 m.m.

The preparation of concrete shall be one part of cement

part of sand & 10 part broken brickbats.

Brickbats must be perfectly clean from inprutes and shall

be throughly wetered be for mixing and mixed properly on wooden or specially propared

platform until every part of the brockbats is sufficently coated with mortar.

Concrete must always be used fresh it shall be laid in

layers as directed never exceeding 20 kms. in thickness and be well and quickly rammend with

heavy rammers, until mortar creams up to surface. The surface must be kept damp during and

after consolidation & in laying consecutive layer the lower coars should be well watered &

mode lough be for the next is placed.

(c)Brick work with cement mortar .

Brick shall be table bricks of approved clean conforming with the specification as laid down in

P.W.D. hand book No.2 The brick shall be wellburnt and free from any defects shall be got approved

by the Enginur in charge be fore the work is started.

Cement to be used for mortar shall comply with I.S.S. & P.W.D. hand book specifications cement

mortar for the brick work shall be one parts of cement to six part of sand every brick well soaked in

water is required to be ladi in joints of cement mortar the thickness of which shall not exceed paints of

1.25 cm If after removal of centering any open joints are founed these shall be pointed immedately.

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Ahmedabad Municipal Corporation

Special care shall be taken to make the faces of brick work smooth brick work mar be toothed or

shall be racked back in course.

All intrados of curse be worked from compete strickly made to dimensions and grade.

Brick work in general shall be of first class workmanship and shall be excuted according to plan

working to the proper dimension & as directing by the officer in charge from the time to time bricks

should be throughly in water be fore use. All bricks shall Ihave to be cleaned water be fore laying

cement mortar shall be prepared in special iron pans and mixed in quantites as required using measurs

boxes for sand and cement bag of 1.25 cft. or 1 cft. as measured the case may be all materials shall be

stacked on the site as not to obstruct tra fic in any way the masonary should be constructed in proper

workmanship like manner with joints plunb etc. to conform with general specification No.45 P.W.D

hand book. The face work should be neatly finished. The work shall be keptwaterd for work at least

after date of completion.

(d)C.C. channels.

Cement concrete for the inverts and channels of manholes shall consist of one parts of cement

parts of sand 4 part of aggregates of black trap metalof other approved material of sizes from 0.6 to

cm. well graded as per instructions.

The work shall be as per P.W.D hand book specification No.20 as per general instructions. The

rate includes all necessary materuals mixing laying and remain and watering the exposed faces tobe

finished with neat cement as per instruction the channel shall be half round and as per drawing &

instruction of Engineer in charge. proper bunching shall be provided at both of the channel.

(e)Cement plaster.

Cement plaster 15 M.M. shall be done using cement mortar of 1 part cement and 3 parts of sand in

uniform thickness with surfaces truely in plumb. The work in general shall comply with general specifi

cations for )plaster no.64.P.W.D. hand book plastered surface shall kept damp at least for fortnight.

All internal surfaces of the manholes including soft to arch shall be provided with cement plaster.

Manhole shall be provided at every change of alignment, gradient or diameter of sewer/storm

water drains, Bends and junctions in the sewer/drain shall be grouped together in manhole as far as

possoble. The maximum distance between inspection chambers shall be about 25 meters. Where the

diameter of sewer/drain is increased, the soffit of the pipe shall be fixed at the same level and

necessary slope given to the channel of manhole/inspection chamber. The minimum internal sizes of

manhole/inspection chamber shall be as per the respective item of work. The manhole/inspection

chamber shall be constructed as per the detailed drawings and as directed by Engineer. The bed

concrete and the brick masonry shall be constructed of such thickness as shown on drawing. The brick

masonry shall be constructed in C.M. (1:5), plastered on both faces inside and out side with 15 mm

cement plaster in C.M. (1:3). The channel shall be semicircular in the bottom half and of diameter

equal to the sewer/drain. Above the horizontal diameter, the sides shall be extended vertically to the

same level as the crown of the outgoing pipe and the top edge shall be suitable rounded off. The branch

channels shall also be similarly constructed with respect to the benching out at their junction with the

main channel as appropriate fall suitable rounded off in the direction of flow in the main channel shall

be given. The channel at the bottom of manhole / inspection chamber shall be plastered with C.M. (1:3)

and finished smooth. Rungs shall be provided in all manholes/inspection chambers over 0.6 mtr in

depth and shall be of cast iron conforming to IS:5455. These rungs shall be fixed staggered in two

vertical runs, 300 mm apart horizontally and 300 mm c/c vertically. The top rung shall be 450 mm

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Ahmedabad Municipal Corporation

below the manhole/ inspection chamber cover and the lowest not more than 300 mm above the

benching. The manhole/inspection chamber frame and cover shall be of cast iron of specified weight

and shall conform to the requirements given in IS:1726. The covers and frames shall be cleanly cast

and they shall be free from air and sand holes and from clod shuts. They shall be neatly dressed and

carefully trimmed. All castings shall be free from voids whether due to shrinkage, gas inclusion or

other causes. Covers shall have a raised chequered design on the top surface to provide an adequered

nonslip grip. Cover shall be capable of easy opening and closing and it shall be fitted in the frame in

workmanship like manner. The cover shall be gas tight and water tight. The size of covers specified

shall be considered as the clear internal dimensions of the frame. Covers and frames shall be coated

with a black bituminous composition. The coating shall be smooth and tenaceous. The frame of

manhole/inspection chamber cover shall be firmly embeded to correct alignment and level in cement

concrete on the top of the masonry. The item shall be executed as per the detailed drawing and as

directed by Engineer.

Design and Details of Reinforcement for the slab shall be approved before casting work or as

directed by engineer in charge or Additional City Engineer (south zone)

Mode of measurement:he rate shall be for a unit of one number basis.

ITEM NO - 20 ( Consider Marble Stone Instead of Kota stone for Item No. 59)

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 laid over and jointed with grey cement

slurry including rubbing and polishing etc.complete. (B) 30 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 15 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.

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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 flooring.

The rate shall be for a unit of one 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 10 ton)

Water shall conform to M-1. Cement shall conform to

M-3. Sand shall conform to M-6. Stone aggregate

20 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 1/2 to

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

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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

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

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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 decimal.

Providing and laying coloured glazed tiles of the size 300 mmx200 mmx8 mm/300 mmx450 mmx8

mm in skirting, risers of steps and dedo on 10 mm. thick cement plaster 1:3 (1cement: 3 coarse

sand) & jointed with white cement slurry.

Workmanship : The work shall be carried out for skirting as dedo. Before fixing glazed tiles of shade and size

as specified, the surface shall be prepared by heavy scarping, making joints etc. to the required line, level and

plumb. The surface shall be thoroughly wetted before commencing the laying work. Thereafter about 10 mm.

thick backing of cement mortar in specified proportion shall be applied on the surface in true like and level

generally as per specifications of plaster item.

Fixing : The black of each tile to be fixed shall be smeared with cement paste of matching colour and the glazed

tiles shall then be gently tapped against the surface, with a wooden mallet. The skirting shall be done only after

the flooring is competed. Any pipes coming out of the wall through the dedo or skirting shall only beat at the

intersections of the horizontal and vertical joints. The tiles shall not have staggered joints. The joints shall be true

to entire line both ways and vertical joints shall be in line with joints of flooring. Tiles shall be fixed as close as

possible to the adjoining tiles and any difference in the thickness of the glazed tiles shall be evened out in the

cement paste so that all the tiles faces are set in conformly with one another. The skirting shall project uniformly

and not more than 6 mm. thickness beyond the finished surface above. Top of skirting of dedo shall be truly

horizontal. The rises of steps, skirting or dedo shall rest on top of treads of flooring wherever required. The tiles

shall be cut (sawn) and thin edges smoothened before use.

Curing : Curing shall be done for 7 days continuously.

Finishing : Skirting and dedo shall be hand polished to have an even smooth and shining surface. In

case of skirting only 10 mm. x 10 mm. grove shall be provided at the junction of cement plaster and

cement tilesThe white glazed tiles shall be laid on cement mortar bedding of 12 mm thick in C.M. 1 :3

. The mortar shall have sufficient plasticity for laying and there shall be no hard lumps that would

interfere with the evenness of bedding the base shall be cleared with well wetted. The mortar shall then

be spread in thickness not less than 10 mm at any place and average 12 mm thickness. The proportion

of the cement mortar shall be as specified in the item.

The tiles before laying shall be soaked in water for atleast two hours Neat Gracie cement grout at

Kg/Cement /Sq. mt. Of honey like consistency shall be separated over the mortar bedding as directed.

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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

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 fixing on wall face C.I. Rain water pipe including filling the joints with spun yarn

soaked in neat cement slurry and cement mortar 1:2(1- Cement : 2-fine sand) (A) 75 mm dia.

Mode of payment shall be in Rmt

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-sand)

Mode of payment shall be in Sqm

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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 of the walls.

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

Applications of Plaster :

The plaster about 15 x 15 cms. Shall be first applied horizontally and vertically at not more than

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

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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

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

Mode of measurement & payment :

The rate shall include the cost of all materials, labour and scaffolding etc, involved in the operations

described under workmanship.

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 deducted.

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Soffits of stairs shall be measured as plastering on ceilings, Flowing soffits shall be measured

For jambs, soffits, sills etc. for openings not exceeding 0.5 sq. mt. each in area for ends of joints,

beams, posts, girders, steps etc. not exceeding 0.5 sq.

mt. each in area and for openings exceeding 0.5 sq.mt.

and not exceeding 3.0 sq. mt. in each area deductions

and additions shall be made in the following manner :

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.

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

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

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

In case of openings of area above 3 sq. mt. each, deduction shall be made for opening but jambs,

soffits and sills shall be measured.

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

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

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

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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,

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

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

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

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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 under :

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 measured.

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.

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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.

Removing dry or oil bound distemper by a washing and scraping and sand papering the wall

surface smooth including necessary repairs to scratches complete.

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

Distempering with dry distemper of approved brand and manufacture (two coats) and of

required shade on wall surfaces of given an even shade, over and including a priming coat of

whiting after thoroughly brooming the surface free from mortar dropping and other foreign

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

Item no.83,84,85,86

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.

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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.

Wall painting (two coats) with plastic emulsion paint of approved brand and

manufacture on undecorated wall surface to give an even shade including throughly

brushing the surface free from mortar droppings and other foreign matter and sand

papered smooth.

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

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

preparing the surface by throughly cleaning, oil, grease, dirt and other foreign

matter and scoured with brushes fine steel wood, scrapers and sand paper with ready

mixed priming paint brushing red lead.

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

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

enamel paint, brushing to give an even shade including cleaning the

surfaceofalldirt,dustandother foreign matter.

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

Painting one coats (excluding priming coat) on previously printed steel and other metal surface

with synthetic enamel paint, brushing to give an even shade including cleaning the surface of all

dirt, dust and other foreign matter.

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

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

surface with enamel paint, to give an even shade including cleaning the of all dirt, dust and other

foreign matter.(b) Ready mixed paintbrushing priming for enamel

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

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