Repairing and Maintanance work of Pay and Use and Public Toilet at Khojapura Chawl, Vahora Patahan Chawl, Darji Chawl, Hebatkhan chawl and Madhupura Chowk Madhupura area in Shahibaug Ward.

Name of work: - bægÍtul Ntnectd Jtuzobtk bt^wvwht rJM<thbtk ytJuj ÏJtuòvwhtle atje, Ôntuht vXtKle atje, œhSle atje,

nuc<Ftlle atje <&t bt^wvwht atuf yuLz gwÍ/vcjef xtuRjux hevuhekd/ buLxulLm fhJtltk <&t yLg ytlw»ttkdef

Tender Invited on Behalf of AMC, Central Zone.

Assistant Manager, Central Zone,

Central Zone Zonal Office”, B – Wing,

Third Floor,Sardar Patel Bhavan,

Danapith, Ahmedabad-380001.

Signature of Bidder Page 2 of

AHMEDABAD MUNICIPAL CORPORATION

Notice inviting Tender

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

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

1 Name of work bægÍtul Ntnectd Jtuzobtk bt^wvwht rJM<thbtk ytJuj ÏJtuòvwhtle atje, Ôntuht vXtKle

atje, œhSle atje, nuc<Ftlle atje <&t bt^wvwht atuf yuLz gwÍ/vcjef xtuRjux

hevuhekd/ buLxulLm fhJtltk <&t yLg ytlw»ttkdef ftb ctc<.

2 Estimated Tender Amount Rs. 9,99,905.75 (exclusive of GST). GST will be paid extra by

AMC/Authority at prevailing rate to the contractor.

3 Tender fee Rs.900.00

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

4 Time Limit 12 Months

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 “E2” class having in Road Works in PWD in Govt. R&B / CPWD

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

7 Earnest Money Deposit Rs. 9999.00 (Demand Draft / pay order / Bank Guarantee in favour of

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

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

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

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

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

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

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

physically along with the Physical Submission when applicable.

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

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

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

Sardar Patel Bhavan, Danapith, Ahmedabad-380001.

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

non responsive and shall be summarily rejected.

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

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

website as per Schedule mentioned in Notice inviting

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

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

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

Schedule mentioned in Notice inviting Tender.

Signature of Bidder Page 3 of

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

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

be entertained under any circumstances.

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

percentage rate on amount of BOQ online only until 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.

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

pay order / Bank Guarantee in favour of Municipal Commissioner,

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

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

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

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

days beyond Date of completion of work.

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

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

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

charged by AMC.

15 Deductions from Running

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

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

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

deducted from each running bill.

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

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

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

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

said Tender and bound to bidder with out any condition.

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

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

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

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

shall be considered non-responsive.

Signature of Bidder Page 4 of

• Contractor should have to maintain the all toilet block and urinal block in well maintain

condition throughout the year for better public uses in all Civil aspect in standard manner

instructed by concern ward engineer in-charge.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 5 of

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

TENDER DECLARATION FORM

Additional City Engineer

Ahmedabad Municipal Corporation,

Name of Work:- bægÍtul Ntnectd Jtuzobtk bt^wvwht rJM<thbtk ytJuj ÏJtuòvwhtle atje, Ôntuht vXtKle atje, œhSle atje,

nuc<Ftlle atje <&t bt^wvwht atuf yuLz gwÍ/vcjef xtuRjux hevuhekd/ buLxulLm fhJtltk <&t yLg ytlw»ttkdef

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

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

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

Bidder, Condition of Contract, special condition of contract, Appendices,

Specifications, Bill of Quantities, furnished by AHMEDABAD MUNICIPAL

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

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

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

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

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

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

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

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

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

and take necessary action as deemed fit.

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

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

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

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

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

accordance with conditions in the aforesaid documents.

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

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

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

lowest in more than 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.

Signature of Bidder Page 6 of

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

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

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

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

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

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

action/penalty/punishment against me.

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

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

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

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

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

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

Yours faithfully

Seal and Sign of Contractor

Signature of Bidder Page 7 of

INSTRUCTIONS TO BIDDERS

1. Scope of Bid

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

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

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

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

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

2.0 Source of Funds

Ahmedabad Municipal Corporation has arranged the fund for this project.

3.0 Eligible Bidders

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

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

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

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

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

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

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

4.0 Qualification of the Bidder

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

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

5.0 DISQUALIFICATION

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

disqualified if they have,

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

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

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

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

debarring from AMC work etc.

• Tampered the bid document in any manner.

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

purpose of restricting competition.

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

advisors in any manner whatsoever.

• Proposal not submitted in accordance with this tender.

Signature of Bidder Page 8 of

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

commercial terms.

• The bidder qualifies the proposal with his own conditions.

• Proposal is received after due date and time.

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

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

before the due date of opening.

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

Earnest Money Deposit.

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

Translation in case of other language adopted for tender preparation.

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

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

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

• Any condition which affect the cost.

• If it is joint venture.

5.1 Debarment / Black listing

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

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

be decided by the Employer.

6.0 Cost of Bidding

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

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

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

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

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

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

at the Bidder's own expense.

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

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

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

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

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

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

No claim shall be entertained for the same.

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

claim shall be entertained for the same.

B. BIDDING DOCUMENTS

9.0 Content of Bidding Documents

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

Signature of Bidder Page 9 of

1. Notice inviting e-Tender

2. Special conditions of Contract

3. Instructions to Bidders

4. Qualification Information

5. Conditions of Contract

6. Technical Specifications

7. Forms of Bid

8. Bill of Quantities

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

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

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

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

10.0 Amendment of Bidding Documents

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

by issuing addendum.

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

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

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

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

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

for submission of bids.

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

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

C PREPARATION OF BIDS

11.0 Language of the Bid

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

12.0 Documents comprising bid

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

• Technical Bid

• Financial Bid

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

• Required Registration Certificate

• Other requested documents

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

Instructions to Bidders (ITB)

Signature of Bidder Page 10 of

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

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

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

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

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

13.0 Bid Prices

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

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

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

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

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

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

and any other reasons.

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

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

otherwise, in the contract.

14.0 Currencies of Bid and Payment

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

15.0 Bid Validity

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

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

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

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

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

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

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

security for a period of the extension.

16.0 Earnest Money / Bid Security

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

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

Commissioner, Ahmedabad valid for 120 days.

Signature of Bidder Page 11 of

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

Signature of Bidder Page 12 of

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

non-responsive.

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

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

returned as promptly as possible.

Signature of Bidder Page 13 of

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

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

signed the agreement.

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

Agreement and furnished the required security deposit.

16.7 The Bid Security shall be forfeited,

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

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

(i) sign the Agreement; or

(ii) Furnish the required security deposit.

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

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

guarantee shall be of Ahmedabad City only.

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

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

Union, where executed.

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

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

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

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

aforesaid under the seal of the Bank.

D. SUBMISSION OF BIDS

17.0 Sealing and Marking of Bids

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

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

be marked as follows:-

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

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

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

contact details & name of the work.

17.2 The inner and outer envelopes

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

Assistant Manager- Central Zone,

Signature of Bidder Page 14 of

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

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

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

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

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

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

connection or any other technical reason.

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

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

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

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

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

returned unopened to the bidder.

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

unopened to the bidder.

20.0 NOTIFICATION OF AWARD & SIGNING OF AGREEMENT

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

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

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

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

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

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

Signature of Bidder Page 15 of

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 3% of

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

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

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

annum will be charged by AMC.

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

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

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

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

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

submission or discontinuity of the bank guarantee.

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

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

correct value of contract.

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

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

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

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

and conditions of the tender.

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

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

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

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

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

Signature of Bidder Page 16 of

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

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

Employer’s office within 15 days of LOA.

23.0 Advance Payment and Security

The Employer will not provide any advance payment.

24.0 Dispute Review Expert

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

and binding to the bidder.

25.0 LITIGATION HISTORY

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

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

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

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

shall be taken against the bidder.

DETAILS OF COMPLETED / ONGOING LITIGATION / ARBITRATION

Employer Remarks showing

Year Name of Present Status

Project Value of the Reasons/Details for

Project (Rs.) litigation/arbitration

Signature of Bidder Page 17 of

 The bidder shall furnish separate table for individual project.

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

be treat as null and void.

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

joint venture may result in disqualification for proposed work.

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

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

actions shall be taken against the bidder.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 18 of

GENERAL CONDITIONS OF CONTRACT

1.0 Liquidated Damages

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

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

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

Liquidated Damages.

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

and all latest Circulars shall be applicable.

2.0 Retention Money

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

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

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

/ incomplete work.

3.0 Subcontracting

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

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

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

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

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

contract or supply of material or engagement of labour.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

Signature of Bidder Page 19 of

whatsoever shall be entertained. All Basic amenities shall be provided by the Contractor to

Labours as per the prevailing labour Laws.

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

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

safety is avoided all the time in respect of,

Safety of the works

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

by him for the works

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

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

• Any authorized third party persons on the site.

• Contractor’s plant and equipment

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

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

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

convenience of the public or other.

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

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

consequence of his method of operation.

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

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

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

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

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

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

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

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

no damage is caused to any structure due to scaffolding.

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

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

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

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

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

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

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

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

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

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

expenses of legal matters shall be borne by contractor.

Signature of Bidder Page 20 of

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

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

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

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

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

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

and used at site.

6.0 Contractor to keep site clean:

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

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

7.0 Clearance of site on completion:

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

rubbish, temporary works of every kind.

A. COST CONTROL

8.0 Bill of Quantities

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

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

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

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

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

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

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

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

etc. is to be made.

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

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

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

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

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

 Omit any such work,

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

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

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

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

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

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

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

default shall be borne by the Contractor.

Signature of Bidder Page 21 of

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

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

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

the same order of priority.

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

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

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

quantity variation.

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

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

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

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

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

documents forming the Contract shall be as follows:

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

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

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

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

 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.

Signature of Bidder Page 22 of

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

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

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

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

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

11.4 All payments shall be made in Ahmedabad.

12 Taxes and duties

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

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

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

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

recover in accordance with the applicable law.

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

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

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

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

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

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

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

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

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

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

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

on these accounts.

13.0 Labour Welfare Cess

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

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

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

14.0 Currencies

All payments shall be made in Indian Rupees.

15.0 Advance Payment

No Advance Payment shall be made.

16.0 Cost of Repairs

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

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

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

Signature of Bidder Page 23 of

B. FINISHING THE CONTRACT

17.0 Completion

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

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

18.0 Termination

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

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

(b) Without reasonable excuse fails –

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

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

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

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

having received.

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

performance of his obligation under the contract.

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

permission of the engineer.

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

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

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

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

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

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

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

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

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

Employer, under the contract or otherwise.

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

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

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

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

fundamental breach of the Contract.

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;

Signature of Bidder Page 24 of

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

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

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

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

practices in competing for or in the executing the Contract.

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

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

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

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

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

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

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

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

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

fundamental or not.

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

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

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

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

19.0 Contractor's own responsibility

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

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

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

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

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

20.0 Overpayment & Underpayment

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

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

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

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

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

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

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

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

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

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

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

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

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

prescribed above or if any under payment is discovered by the Municipal Corporation, any

Signature of Bidder Page 25 of

amount due to the contractor under this contract or under payment may be adjusted against

any amount then due or which may at any time thereafter become due before payment is made

to the contractor from him to the Municipal Corporation on any other contract account

21.0 Materials obtain from dismantling

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

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

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

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

22.0 Dispute to be referred to Arbitrator

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

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

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

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

accordance with the arbitration and conciliation Act.

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

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

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

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

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

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

specifications.

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

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

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

the said clause

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

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

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

loss in respect of such materials.

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

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

period specified in the written intimation or the amount of expenses incurred by the

Engineer-in-charge under the said clause17 in rectifying, removing or re-executing the

work or in removing and replacing the materials or articles complained of.

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

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

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

assessed under clause

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

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

where there are no specifications.

Signature of Bidder Page 26 of

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

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

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

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

The reference to arbitration proceeding under this clause shall not:

i) Entitle the contractor to stop the Affect the right of the Engineer-in-charge under clause 5 to

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

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

execution of the work or any part thereof.

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

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

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

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

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

23.0 Drawings and Photographs of the Works

23.1 The contractor shall do photography/ videography of the site as and when asked by AMC. No

separate payment will be made to the contractor for this. . The contractor shall have to submit

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

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

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

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

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

without the approval of the Engineer in writing.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 27 of

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Signature of Bidder Page 28 of

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

Signature of Bidder Page 29 of

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

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

mtûteyu mtF fhe l ntug.

f:- Nh<e xuLzh MJefthJtbtk ytJNu lne.

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

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

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

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

xuLzh MJefthJtbtk ytJNu lne.

(9) rJmkdr< ylu rnmtc stud:

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

Cwjawf leault rlgbtu ylwmth mhCh fhJtbtk ytJNu.

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

sKtJuj hfb btLg htFJtbtk ytJNu.

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

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

dwKtfth mw^thJtbkt ytJNu.

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

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

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

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

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

fhthvºt fhJtltu hnuNu.

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

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

awfJJtbtk ytJNu lrnk.

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

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

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

ylwmth ftgoJtne fhJtbtk ytJNu.

Signature of Bidder Page 30 of

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

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

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

(11) y:- awfJKe:-

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

ytvJtbtk ytJNu.

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

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

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

ftblu jtdw vzNu.

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

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

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

(yu) yufb ylu f>:-

(2) xuLzh VtuboLþk CtJvºtf

(3) MvuNeVefuNl

Signature of Bidder Page 31 of

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

(2) xuLzh Vtubole yLþMþra-ce

(3) MvuNeVefuNl

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

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

fhJtbkt ytJuj rlKog ykr<b dKJtbkt ytJNu.

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

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

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

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

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

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

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

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

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

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

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

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

xuLzh ChJwk. bswhtultu rJbtu vK W<thJtu.

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

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

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

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

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

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

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

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

Signature of Bidder Page 32 of

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

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

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

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

<ubs dtuXJJtltu hnuNu.

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

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

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

vtjl fhJtlw hnuNu.

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

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

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

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

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

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

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

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

ftgoJtnele sJtc>the ftuLx[tfxhle hnuNu.

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

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

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

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

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

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

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

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

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

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

Signature of Bidder Page 33 of

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

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

ytvJtbtk ytJNu.

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

VhSgt< ytvJtlt hnuNu.

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

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

buLgwyj M¾{uJSkd ykdule btdoœrNoft lwk vtjl fhJwk.

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

GST rmJtg dKºtebtk juJtbt ytJuj <&t «Jo<btl rlgb bwsc GST awfJJt vtºt &Nu su&e <btb cezomu <u bwsc

dK<he fhe xuLzhtu ChJtlt hnuNu.

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

mw^thtytu vK jtdw vzNu. sule ltuk^ jR xuLzhtu ChJtlt hnuNu.

Signature of Bidder Page 34 of

yufhthlwk Vtubo

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

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

M&trlf vrhrM&r<le ò<-btne<e bu¤Je Au.

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

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

ftuLx[tfxhle mne ylu rmfft

Signature of Bidder Page 35 of

TECHNICAL SPECIFICATIONS:

Name of Work: bægÍtul Ntnectd Jtuzobtk bt^wvwht rJM<thbtk ytJuj ÏJtuòvwhtle atje, Ôntuht vXtKle atje, œhSle atje,

nuc<Ftlle atje <&t bt^wvwht atuf yuLz gwÍ/vcjef xtuRjux hevuhekd/ buLxulLm fhJtltk <&t yLg ytlw»ttkdef

Excavation for foundation upto 1.5 M depth including sorting out and stacking useful

materials disposing of the excavated stuff upto 50 meter lead in loose or soft soil.

Any soil which generally yields to the application of ackaxes and shoves, phawaras rakes or any such

ordinary excavating implement or organic soil, gravel silt, sand turfloam, clay, peat etc., fall under this

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

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

assume full responsibility for alignment, elevation and dimension of each and all parts of the work.

Contractor shall supply laborers, materials, etc. required for setting out the reference marks and bench

marks and shall maintain them as long as required and directed.

The excavation in foundation shall be carried out in true line and level and shall have the width and

depth as shown in the drawings or as directed. The contractor shall do the necessary shoring and shutting

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

measures shall be paid separately if not specified. The bottom of the excavated area shall be 1 evened

both longitudinally and transversely. as directed by removing and watering as required. No earth filling

will be allowed for bringing it to level, if mistake or any other reason excavation is made. deeper or

wider that shown on the plan or directed. The extra depth or width shall be made up with concrete of

same proportion as specified for the foundation concrete at the cost of the contractor. The excavation up

to 1.5 m. depth shall be measured under this item.

Signature of Bidder Page 36 of

Disposal of the excavated stud :

The excavated stuff of the selected type shall be used in filling the trenches and plinth or leveling the

ground in layer including ramming and watering etc.

The balance of the excavated quantity shall be removed by the contractor from the site of work to a place

as directed with lead upped 50 M. and all lift.

Mode of measurement and payment :

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

trenches shown on the drawing or as per sections given by the Engineer-in-charge. No payment shall be

made for surplus excavation made in excess of above requirements or due to slopping and sloping back

as found necessary on account of conditions of soil , and requirements of safety.

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

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of

useful materials and disposing off the excavated stuff upto 50 Meter lead.(C) Hard Murrum

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

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

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)

Signature of Bidder Page 37 of

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.

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

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.

Signature of Bidder Page 38 of

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

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

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

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

wall shall be embedded in cement mortar.

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

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

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

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

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

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

Preparation of foundation bed:

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

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

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

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

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

thickness of the 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.

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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.

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:

Signature of Bidder Page 40 of

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 one

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:

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

Stripping time:

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

following periods:

Signature of Bidder Page 41 of

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.

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

Signature of Bidder Page 42 of

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

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.

Signature of Bidder Page 43 of

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

cm in upper floors, their vertical posts shall be fixed in the floor or masonry by forming notches 10 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 15 mm.

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 as

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.

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 rquirements amd instructions given by Engg-In-Charge.

Signature of Bidder Page 44 of

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

ITEM NO 14 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,

mm wide cross PVC sheet as gap insert for to p rail and bottom rail, Panelling of 5 stiles and rails

with 30 mm wide x 5 mm thick PVC sheet beading on eighter side, and joined together with

solventcement adhesive,. An additional 5 mm thick PVC strip of 20 mm width is to be stculkon the

interiors ide of the ‘c’ channel using PVC solventcement adhesive etc. complete as per direction of

Engineer incharge, manufacture’s specification and drawing.

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.

Signature of Bidder Page 45 of

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 payable.

Providing and fixing in position collapsible shutters with vertical channels 20 x 10 x 2 mm braced

with flat iron diagonal 20 x 6 mm size with top and bottom rails T iron 40 x 40 x 6 mm with 38 mm

dia steel pulleys complete with bolts, units, locking arrangements, stoppers, handles, including a

priming coat of red lead paint & approved make.

Materials: The collapsible steel gate shall conform to M-33.

T-rails shall be fixed to the floor and to the lintel at top by means of anchor bolts, embedded in cement

concrete on floor and lintel. The anchor bolts shall be placed approximately at 45 mm centers

alternatively in the two flanges of the T iron. In the bottom runner (T-iron) shall be embedded in the

floor and proper groove shall be formed along the runner for the purpose. The collapsible gate shall be

fixed at the sites by fixing the end double channels in the T-Iron rail and also by hold fasts bolted to the

end double channel and fixed in the masonry of the side walls or the otherwise.

In case where the collapsible gate is not required to the lintel beams or slop above, a tee iron

suitably designed may be fixed at the top embedded in masonry and provided with necessary clamps and

roller arrangement 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.

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.

Signature of Bidder Page 46 of

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. 17 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 : 83 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

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 60 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

Signature of Bidder Page 47 of

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

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.

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

Signature of Bidder Page 48 of

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 0.50 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

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

Signature of Bidder Page 49 of

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 completion.

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 shall be

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 40 mm.

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.

Providing TMT bar.

TMT bars shall conform to M-18. Mild steel binding wires shall conform to M-21

Signature of Bidder Page 50 of

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 cement grout.

Bars crossing each other where required shall be secured by binding wires (annealed) of size not less

than 1 mm in such manner that they do not slip over each other at the time of fixing and concreting.

As far as possible, bars of full length shall be used. In case this is not possible, overlapping of bars shall

be done directed. When practicable, overlapping bars shall not touch each other, but be kept apart by

25 mm or 1.25 mm times the maximum size of the coarse aggregate whichever is greater by concrete

between them. Where not feasible, overlapping bars shall be bound with annealed wires not less than

1 mm thick twisted tight. The overlaps shall be staggered for different bears and located at points along

the span where neither shear nor bending movement is maximum.

Signature of Bidder Page 51 of

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 2.5 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 & 3 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

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

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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 5 part of sand & 10 part broken

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

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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.

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

(d)C.C. channels.

Cement concrete for the inverts and channels of manholes shall consist of one parts of cement 2 parts

of sand 4 part of aggregates of black trap metalof other approved material of sizes from 0.6 to 2.5 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.

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(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 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.

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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.

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 2 minutes. The quantity of water shall be thus sufficient of produce a

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dense concrete required workability for the purpose. Flooring of specified thickness shall be laid in

accordance with approved pattern or as directed. Finishing operation shall start shortly after the

cessation of beating and shall be spread over a period of one to six hours depending upon the

temperature and atmospheric conditions. The surface shall be left for some time till moisture

disappears from it. Fresh quantity of cement shall be mixed with water to form a thick slurry and

spread over the surface while the concrete is still green. Use of dry cement or cement and sand

mixture sprinkled on this surface to stiffen the concrete or absorb excessive moisture shall not be

permitted. The cement slurry shall than be properly paste twice by means of iron flats, once, when

the slurry is applied and the second time when cement starts setting and finished smooth. The surface

shall be marked with string or B.R.C. fabric jali to make the surface non slippery as and when

directed. The junction of floors with wall plaster dado or skirting shall be rounded where so required

upto 25 mm. radius. Flooring in lavatories and bath rooms shall be laid after fixing of water closet

and squatting pans and floor traps, which shall be plugged while laying the floors and opened after

the floors, are completed. Any damage, done to water supply sanitary fittings during the execution of

work shall be mage good.

After the final set, the concrete shall be kept continuously wet, if required ponding for a period of

not less than 7 days from the date of placement.

The form work shall be provided if necessary as directed by the engineer in charge. Concreting shall

be done as per alternate bay method with necessary centering wither by mastic or cement mortar as

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

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

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Before laying a final layer of China Chips prepare the surface to the required slope and level

with a backing coat in C.M (1:3). While laying a backing coat, spread a layer of thick cement slurry and

scrub the same vigorously to seal all pores in concrete below.

For the required designs prepare templates for different patterns from steel flats or plywood and mark out

total design on the designated area. Estimate the quantity of Chips of different colous and ensure its

uninterrupted supply before starting the work. Lay the chips flat on the bedding coat and fix tightly be

light hammering. Remove grey cement from the joints by scrapping before final set of cement.

Finish the joints neatly with white cement and harmonious colour Steiner. All design and pattern shall be

finished with first class workmanship. The surface should finally cleaned, given a mild acid wash for

gain the luster of China Chips.

Cost of China Chips, White cement, OPC, Sand, Steiner and all labour for leveling, laying by specialist

artisan, preparing templates, testing etc are included.

MODE OF MEASUREMENT :

Dimensions of total finished area as laid are recorded and area is computed in sq.m., rounded to two

places of 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.

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Finishing : Skirting and dedo shall be hand polished to have an even smooth and shining surface. In case of

skirting only 10 mm. x 10 mm. grove shall be provided at the junction of cement plaster and cement tilesThe white

glazed tiles shall be laid on cement mortar bedding of 12 mm thick in C.M. 1 :3 . The mortar shall have sufficient

plasticity for laying and there shall be no hard lumps that would interfere with the evenness of bedding the base

shall be cleared with well wetted. The mortar shall then be spread in thickness not less than 10 mm at any place

and average 12 mm thickness. The proportion of the cement mortar shall be as specified in the item.

The tiles before laying shall be soaked in water for atleast two hours Neat Gracie cement grout at 3.3 Kg/Cement

/Sq. mt. Of honey like consistency shall be separated over the mortar bedding as directed. The edges of the tiles be

smeared with neat cement slurry. The tiles shall be well pressed and gently tapped with a wooden mallet till they

are properly bedded and in level with the adjoining tiles. There shall be no hollows in bed or joints. The joints

between the tiles shall be as thin as possible in straight line or as per pattern.

The tiles shall not have staggered joints. The joints shall be true to centre line both ways. The Nehni trap coming

in the flooring shall be so positioned that its grating shall replace only one tile as far as possible. Where full size

tiles cannot be fixed, they shall be cut (swan0 to be required size and the edges rubbed smooth to ensure straight

and true joints. The joints shall be filled with grey cement grout with wire brush of trowel to a depth of 5 mm. and

loose material removed. White cement shall be used for pointing the joints., After fixing the tile finally in an even

the flooring shall be kept wet and allowed to nature undisturbed for 7 days.

The surplus cement grout that may have come out of the joints shall be cleared off before it sets. Once the floor

has set, it shall be carefully washed, cleared by dilute acid and dried. Proper precaution and measures shall be

taken to ensure that the tiles are not damaged inany way till the completion of the construction.

Mode of measurement & payment

The work done shall be measured in sq. mt. For visible area of work done, The length and width of the flooring

shall be measured not between the faces of skirting or dedos or plastered face of wall as the case may be. The

paving under dedo or skirting shall not be measured. No deduction shall be made not extra paid for any opening in

the floor of area upto 0.1 sq. mt. Nothing extra shall be paid for laying the floors at different levels in the same

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

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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

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 walls.

Applications of Plaster :

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The plaster about 15 x 15 cms. Shall be first applied horizontally and vertically at not more than 2 metre

intervals over the entire surface to serve as gauge. The surfaces of these gauges shall be truly inplane of

the finished plastered surface. The mortar shall then be applied in uniform surface slightly more than the

specified thickness, then brought to a true surface by working a wooden straight edge reaching across the

gauges with small upward and sideways movement at a time. Finally, the surface shall be finished off true

with a trowel or wooden float according as a smooth or a sandy granular texture is required. Excessive

trowelling or overworking the float shall be avoided. All corners, arrises, angles and junctions be truly

vertical or horizontal as the case may be and shall be carefully finished. Rounding or chamfering corners,

arrises junctions etc. shall be carried out with proper templates to the size required.

Cement plaster shall be used within half an hour after addition of water. Any mortar or plaster which is

partially set shall be rejected and removed forthwith from the site :

In suspending the work at the end of the day, the plaster shall be left out clean to the line both horizontally and

vertically. When recommending the plaster, the edges of the old work shall be scraped clean and wetted with

cement putty before plaster is applied to the adjacent area to enable the two to properly joint together. Plastering

work shall be closed at the end of the day on the body of the wall and nearer than 15 cm. To any corners or

arrises. Horizontal joints in plasterwork shall not also occur on parapet tops and copings as these invariably lead

to leakage. No portion of the surface shall be left out initially to be packed up later on.

Each coat shall be kept dam continuously till the next coat is applied or for a minimum period of 7 days.

Moistening shall commence as soon as plaster is hardened sufficiently. Soaking of walls shall be avoided

and only as much water as can be readily absorbed shall be used excessive evaporation on the sunny or

windward side of building in hot air or dry weather shall be prevented by handling mattings or gunny bags

on the outside of the plaster and keeping them wet.

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.

Soffits of stairs shall be measured as plastering on ceilings, Flowing soffits shall be measured separately.

For jambs, soffits, sills etc. for openings not exceeding 0.5 sq. mt. each in area for ends of joints, beams,

posts, girders, steps etc. not exceeding 0.5 sq. mt. each in area and for openings exceeding 0.5 sq.mt. and

not exceeding 3.0 sq. mt. in each area deductions and additions shall be made in the following manner :

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No deductions shall be made for ends joints, beams posts etc. and openings not exceeding 0.5 sq. mt. each

and no addition shall be made for reveals, jambs, soffits, sills etc. of these opening for finish to plaster

around ends of joints, beams, posts etc.

Deduction for openings exceeding 0.5 sq. mt. but not exceeding 3 sq. mt. each shall be made as

follows and no addition shall be made for reveals, jambs, soffits etc. sills etc. of these openings.

When both faces of all wall are plastered with same plaster, deduction shall be made for one face only

When two faces of wall are plastered with different types of plasters or if one faces is plastered and

the other pointed, deductions shall be made from the plaster or pointing on the side of frame for door,

window etc. on which width or reveals is less than that on the other side but no deductions shall be

made on the other side. Where width of reveals on both faces of all are equal, deductions of 50% of

area of opening on each face shall be made from area of plaster and/or pointing as the case may be.

For openings having door frames equal to projecting beyond the thickness of wall, full deduction for

opening shall be made from each plastered face of the wall.

In case of openings of area above 3 sq. mt. each, deduction shall be made for opening but jambs, soffits

and sills shall 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

The calearcole shall be made from glue and boiling water by mixing 1 kg. Mixture shall be suitably

tinted where required for use under coloured distemper if required. Glue shall conform to I.S. 852-

1969 (Specifications for animal glue).

Lime used shall be freshly burnt class ‘C’ Lime (fat lime) and white in colour conforming to I.S.

712-1973. Water shall conform to M-1 Best quality of gum shall be sued in the preparation of white

wash. Ultramarine blue or Indigo: This shall conform to I.S. 55-1970 for points and shall be used for

preparation of white wash. Pigments: mineral colours, not affected by lime shall be sued in preparing

Preparation of white wash solution :

Surface already white or colour. The fat lime shall be slaked at site and shall be mixed and stirred

with about five litres of water for 1 kg. of unslaked lime to make a thin cream. This shall be allowed

to stand for a period of 24 hours and then shall be screened through a clean coarse cloth, 4 kg. of

gum dissolved in hot water shall be added to each cubic metre of lime cream. Small quantity of

ultramarine blut (Upto 3 gms. Per kg. of lime) shall also be added to the last two coats of white wash

solution and the whole solution shall be stirred thoroughly before use.

Preparation of surface :

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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 clean water.

Oil or grease spots shall be removed by suitable chemical and smooth surface shall be rubbed wire

All unsound portion of the surface plaster shall be removed to full depth of plaster in rectangular

patches and plastered again after raking the masonry joints properly. Such portion shall be wetted

and allowed to dry. They shall then be given one coat of white wash.

All unnecessary nails shall be removed, the holes cracks patches etc. shall be made good with

materials similar in composition to the surface to be prepared.

Scaffolding : Wherever scaffolding is necessary it shall be erected in such a way that as far as

possible on part of scaffolding shall rest against the surface to be white or coloured washed. A

properly secured strong and well tied suspended platform (Zoola) may be used for white washing.

Where ladders are sued, pieces of old gunny bags shall be tied at top and bottom to prevent scratches

to the floors and walls. For white washing of ceilings proper stage scaffolding shall be erected where

Application of white wash :

On the surface so prepared the white wash shall be applied with ‘Moon’ brush. The first stroke of the

brush shall be from top downwards, another from bottom upwards over the first stroke and similarly

one stroke from the right another from the left, over the first stroke brush before the it dries. This

will from one coat. Each coat shall be allowed to dry before next coat is applied. Number coats as

specified in item shall be applied. It shall present smooth and uniform finish free from brush marks

and it should not come off easily when rubbed finger.

Splashing and dropping if any on the doors and windows, ventilators etc. shall be removed and the

surface cleaned.

Priming and Alkali resistant treatments, scrapping of surface washing etc. surface spoiled by smoke

soot removed of oil and grease spots treatment for infection with effloresces moulds moss, funji and

kitchen and patch repairs to plaster wherever done shall not be paid extra.

Mode of measurements & payment :

All the work shall be measured in the decimal system as under :

Dimensions shall be measured to the nearest 0.01 M.

Area in individual items shall be worked out to the nearest 0.01 Sq. M.

All the work shall be measured in sq. mt. Deductions for jambs, soffits, stills etc. for opening not

exceeding 0.5 sq. mt. each in area for ends of joints, posts, beams, girders, steps etc. not exceeding

Signature of Bidder Page 63 of

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.

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.

Signature of Bidder Page 64 of

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 matter.

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.

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.

Signature of Bidder Page 65 of

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.

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.

Signature of Bidder Page 66 of

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

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

Applying two coats of Birla (white cement based) or Asian (acryliclapy-putty) or equivalent & two

coats of primer of approved brand and manufacture on new wall surface to give an even shade

including thoroughly brushing the surface free from mortar dropping and other foreign matter

and sand papered smooth.

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

Demolition including stacking of serviceable materilas and disposal of unserviceable materials

with all lead and lift. (i) R.C.C. work

The rate shall be for a unit of one Cum. The work should be done as specified in above item.

Demolition of Brick work and stone masonry including stacking of serviceable materil as and

disposal of unserviceable materials with all lead and lift.(ii) In Cement Mortar.

Demolition of Brick work and stone masonry including stacking of serviceable materil as and

disposal of unserviceable materials with all lead and lift.(ii) In Cement Mortar.

The rate shall be for a unit of one Cum

Dismentaling tiled of stone floors laid in mortar including stacking of serviceable materil as and

disposal of unserviceable materials with all lead and lift.

Dismentaling tiled of stone floors laid in mortar including stacking of serviceable materil as and

disposal of unserviceable materials with all lead and lift.

The rate shall be for a unit of one Sqm. The work should be done as specified in above item.

Signature of Bidder Page 67 of

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

architraves, hold fasts and other attachment etc. complete and stacking the material within all lead

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

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

architraves, hold fasts and other attachment etc. complete and stacking the material within all lead and

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

The rate shall be for a unit of Each. The work should be done as specified in above item.

Dismentling barbed wire in fencing including making rolls and also including dismentling fencing

posts including all earth work concrete in base and making good the disturbed ground stacking

useful materials as directed and disposing as directed and disposing of the unserviceable materials

with all lead and lift.

Dismentling barbed wire in fencing including making rolls and also including dismentling

fencing posts including all earth work concrete in base and making good the disturbed ground stacking

useful materials as directed and disposing as directed and disposing of the unserviceable materials with

all lead and lift.

The rate shall be for a unit of Rmt. The work should be done as specified in above item.

Dismentling C.I. pipes G.S.W. pipes abd A.C. rain water pipes with fittings and clamps including

stacking the materials with all lead and lift (for any dia, of pipe)

Dismentling C.I. pipes G.S.W. pipes abd A.C. rain water pipes with fittings and clamps

including stacking the materials with all lead and lift (for any dia, of pipe)

The rate shall be for a unit of Rmt. The work should be done as specified in above item.

Dismantling santtary fittings like wash basin . W.C. pan Indian and Europe an type, flushing tank

etc. including stacking the materials with all lead and lift

Dismantling santtary fittings like wash basin . W.C. pan Indian and Europe an type, flushing

tank etc. including stacking the materials with all lead and lift

The rate shall be for a unit of Each. The work should be done as specified in above item.

Signature of Bidder Page 68 of

Scraping oil paint from steel and other metal surface and making the surface even (with Hand

Scraping.) Scraping oil paint from steel and other metal surface and making the surface even

(with Hand Scraping.)

The rate shall be for a unit of Smt. The work should be done as specified in above item.

Removing and scraping of old deteriorated plaster of any thickness from wall / R.C.C member

including stacking of serviceable material and disposal of unserviceable from site of work with all

lead and lift Removing and scraping of old deteriorated plaster of any thickness from wall / R.C.C

member including stacking of serviceable material and disposal of unserviceable from site of work with

all lead and lift

The rate shall be for a unit of Smt. The work should be done as specified in above item.

Renovation and Repairing work in Chainlink fencing any size and also refixing work incl.

febrication work with all materails to be painted one coat of primer and twocoats of

paint as directed inline and level. (N.S.)

The work should be done as described in Above Table. The

The rate shall be for a unit of Rmt

Providing erecting and fixing double coated Syntex PVC.(ISI) water tank of required capacity

each with all necessary fittings and connection etc. complete on terrace.

Providing erecting and fixing double coated Syntex PVC.(ISI) water tank of required capacity each with

all necessary fittings and connection etc. complete on terrace.

The rate shall be for a unit of Litre

Item no.53 Providing and fixing cast iron (Spun) Nahni trap of the following nominal diameter of

self cleaning design with C.I. screaed down or higned grating including cost of cutting and making

good the walls and floor 100 mm inlet and 50 mm outlet.(C)100mm dia.

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS

GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of Each

Signature of Bidder Page 69 of

roviding and fixing water closet squatting Pan (Indian type W.C.Pan) size 580 mm (Earth work,

bed concrete, foot rest and trap to be measured and paid for separately) (A) Vitreous China. (I)

Long pattern = White colour

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS

GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of Each

Providing and fixing wsh down water closet (Europe an type, W.C.Pan) with integral P or S trap

including jointing the trap with soil pipe in Cement Mortar1:1 (1-Cement:1-fine sand) (Seal and

cover to be measured and paid for separately) (A) vitreous China Pattern :(i) in white colour

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

Provdg. & Fixing Flat Back Large Urinal of White/ colour of "Cera" or " Hindware" incl. C.P.

Brass waste coupline , waste pipe, pvcconnection etc. Complete.( size 635 x395x420

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

Providing & Fixing Angle cock of " Ess Ess" - Trend series or equivalent standard

make as approved by engg. in charge all complete. (N.S.)

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

Providing and fixing 100 mm size P or S trap for water closet squatting pan including

jointing the trap with the pan and soil pipe in cement Mortar1:1 (1-Cement : 1-Fine

sand)(A) Vitreous China.Pattern in white colour

Signature of Bidder Page 70 of

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

Providing and fixing wash basin with single hole for pillar tap with C.I.or M.S. brackets

painted white including sutting holes and making good the same but excluding fittings. (A)

Vitreous China: (ii) Flat Back wash basin 550 mm x v 400 mm size.(i) In white colour.

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS

GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of No

Item no.60 Providing and fixing chromium plated brass halftrun flush cock of approved quality

including fixing in pipe line etc. complete.(ii) 25mm dia.

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.61 Providing and fixing C.P. brass towel rail comlete with C.P.brass brackets

fixed to wooden plugs with C.P. brass scews.(B) 600mm x 20mm size.

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.62 Providing and fixing 600 mmx120 mm glass shelf with C.P. brass bracket and

guard rail complete mixed to wooden plug with C.P.brass screws.

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS

GIVEN BY ENGG-IN CHARGE

The rate shall be for a unit of No

Item no.63 Providing and fixing toilet paper holder. (A) C.P.Brass

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS

GIVEN BY ENGG-IN CHARGE

Signature of Bidder Page 71 of

The rate shall be for a unit of No

Item no.64 Providing and fixing screw down bib taps of following size. (A) Brass screw down

bib tap polished bright.

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.65 Providing and fixing screw down bib taps of following size. (B) Brass chromium

plated screws down Bib Tap.

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.66 Providing and fixing pillar tap, capstan head, screw down high pressure with

screws, shanks and back nuts.

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.67 Providing and fixing ball cock ofapproved quality as directed. (A) Copper Metal

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

Signature of Bidder Page 72 of

Item no.68 Providing and fixing ball cock of approved quality as directed. (B)Abonite (i)

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..69 Providing laying and jointing in true line and level 15 mm dia. U.P.V.C. Pipe (SCH-

40) for cold water including fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or

equivalent as approved by Engineer In Charge. Pipe shall be fixed on the wall with the

help of clamp at every two metre C/C or shall be concelled as directed including

necessary fittings etc. including testing of pipe and joints and fixing the same with solvent,

including cost of all materials.adhesive

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 Rmt

Item no.70 Providing laying and jointing in true line and level 25 mm dia. U.P.V.C. Pipe (SCH-

40) for cold water including fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX

orequivalent as approved by Engineer In Charge. Pipe shall be fixed on the wall with

the help of clamp at every two metre C/C or shall be concelled as directed including

necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

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 Rmt

Item no.71 Providing & Fixing 3 mm thick F.R.P.sheet of Approved Quality & Color /

Pattern as per Consultant's design also includes required fabrication structure in the grid

of 2'-0x2'-0 size using hollow pipe of16 gauge & size 2"x1" & 1"x1" ,G.I. & Bitumen

Washers, Silicon paste application for fixing the sheet . Rate also includesnecessary bending,

cutting, labor charges , Zinc Primer coat & Two coats of oil painting of color as approved by

consultants & making good the wall. (N.S.)

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 smt

Item no.72 Providing 2 mm thick F.R.P. Gutter with necessary M.S. Supporting Brackets.

Signature of Bidder Page 73 of

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 rmt

Item no.73 Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar 1:1

including neat cement finishing, watering etc. complete.

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 Rmt

Item no.74 Making Water connection from exi.Muni. Water line (N.S.)

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 Nos.

The rate shall be for a unit of Smt.

Item no.75 Providing and Fixing 1 H.P. Electrical monoblock or submarcible water pumps

withmotor and required cable and switch board of approved brand and make etc.comp.as

The rate shall be for a unit of Set

Item no.76 Providing TMT Bar FE 415 reinforcement for R.C.C. work including bending, binding

and placing in position complete up to floor two level (up to 10 ton)

The scope of work consists of providing and laying mild steel reinforcement and TMT CRS Fe-

500 reinforcement for RCC works of various components of the structure. This may be Tisco or any

other approved manufacturer branch and corrosion resistant steel bars approved by the Engineer

Incharge. This includes cuttings, bending, binding, placing, with all equipments and labour required for

the work as directed by the City Engineer, Ahmedabad and all operations covered within the intent and

purpose of the specification.

Being of Reinforcement

Reinforcing steel shall conform accurately to the dimensions shown on relevant drawings and

conforming to the relevant IS codes (latest revision).

Bars shall be bent cold to the specified shape and dimensions or as directed by the City Engineer, AMC,

Ahmedabad using a proper bar bender, operated by hand or power to attain proper radii of bends.

Bars shall not be bent or straightened in a manner that will cause injury to the material.

Signature of Bidder Page 74 of

Bars bent during transport or handling shall be straightened before being used on work; they

shall not be heated to facilitate bending.

The bending of the TMT bars shall be carried out as per the following:

S Operation Size TMT CRS-

1 Bend Upto 22 mm 3d

2 Rebend Upto 10mm 4d

Placing of Reinforcement:

All reinforcing bars shall be accurately placed in the exact position shown on the drawings, and shall be

securely held in position during placing of concrete by annealed binding wire not less than 1 mm in size

and conforming to IS:280 and by using stays blocks or metal chairs, spacer, metal hangers, supporting

wires or other approved devices at sufficiently close intervals. Bars will not be allowed to sag between

supports nor displaced during concreting or any other operation over the work. All devices used for

positioning shall be of non-corrodible material. Wooden and metal supports will not extend to the surface

of concrete, except where shown on the drawings, placing bars on layers of freshly laid concrete as the

work progresses for adjusting bar spacing will not be allowed. Pieces of broken stone, brick or 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 protect reinforcement from corrosion, concrete cover shall be provided as indicated on the

drawings. All bars protruding from concrete to which other bars are to be spliced and which are

likely to be exposed for an indefinite period shall be protected by a thick coat of neat cement grout.

Signature of Bidder Page 75 of

In the case of columns and walls, vertical bars shall be kept in normal position with timber templates

having slots accurately cut in for bar position. Such templates shall be removed after the concreting

has progressed upto a level just below them.

Bars crossing each other, where required, shall be secured by binding wire (annealed) of size not

less than 1 mm and conforming to IS;280 in such a manner that they do not slip over each other at

the time of fixing and concreting. As far as possible, bars of full length shall be used. In case this is

not possible, overlapping of bars shall be done as directed by the City Engineer, AMC, Ahmedabad.

When practicable, overlapping bars shall not touch each other, but be kept apart by 25 mm or 1 ¼

times the maximum size of the coarse aggregates whichever is greater, by concrete between them.

Where this is not feasible, overlapping bars shall be bound with annealed steel wire, not less than [1

mm thickness twisted tight in eight shape around the lapped bars. The overlaps shall be staggered for

different bars and located at fixed locations only along the span where neither shear nor being

moment is maximum.

Welding of Bars

Welding of TMT bars can be permitted if specified on the drawings, joints of reinforcement bars

shall be butt welded so as to transit their full strength. Welded joints shall preferably be located at

points where 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 33 per cent of the rods are welded. No

–pre-warning or post heat treatment is necessary. Interpass temperature should be limited to 200º C

with low heat input and equivalent strength low hydrogen type electrode. Suitable means shall be

provided for holding the bars securely in position during welding. It must be ensured that no voids

are left in welding and when welding is done in 2 or 3 stages, previous surface shall be cleaned

property. 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.

Welded pieces of reinforcement shall be tested. Specimens shall be taken from the actual site

and their number and frequency of tests shall be as directed by the City Engineer, AMC,

The TMT bars shall be tested for any or all of the following tests as directed by the Engineer

Alternate immersion test Salt spray test Atmospheric exposure test Sulphur dioxide test

Potentio dynamic test

The Quantity Shall be Measured in Unit Kg.

Item no.77 Conveyance charge of Earth,Lime, Murrum, building rubbish earch manure or sludge

and excavated rock and fly ash,aggregate of any kind etc.comp.upto 5 km lead.(L.S.)

All the surplus earth etc. shall be carried away immediately from the site of work to a place within 5km.

distance or as directed and ordered by the Engineer, so as not to cause any inconvenience to the public

traffic finding which in view of public safety and traffic convenience. The corporation shall carry out the

work by any other agency at the contractor’s risk and cost. If the instructions are not completed within

Signature of Bidder Page 76 of

days from the date of order to cart the surplus materials and clear the site, the said work shall be carried

out by the Municipal Corporation at the risk and cost of the contractor and no claim or dispute shall be

entertained in this respect.

If the filling in trenches after settlement of the earth filling in trenches is to be done and the same shall be

carried out by the contractor without asking any extra rate. The contractor shall have to cart the surplus

earth after the trenches we will watered and refilled with the sand. The rate of carting including carting

of brickbats, metal, rubble vegetable and garbage, if necessary to clear the road surface.

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

Item no. 78 P/M/F chainlink jali 8'x4' size as per details sketch & instructionof engineer in charge

same as lal darwaja garden pattern consisting of 3'dia. M.S black pipe 'A' class 5'4" ht. fixed at

8'9" c/c in C.C 1:2:4 block of 9"x9"x9" size chain link jali of size 2"x2"x10 gauge fixed in 35x35x5

mm MS angle frame 8'x4' size with MS flat of size 25x3 mm welded jali etc.comp.The jali is to be

welded to MS pipe with MS flat as instruction given.The M.S pipe and the M.S angle frame are to

be painted one coat of primer and two coats of paint as directed in line and level. (N.S)

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 Rmt

Item no. 79 Supplying and fixing of 300 mm-L x 15 mm-B x 380 mm-H Kerb block for

Footpath in M-20 grade using 20 mm nominal size black trap aggregate of

Sevaliya/Timbaor equivalent quality for pre-cast blocks, reasonablyexposed

finish/ formwork , mould with well equippedwith vibratory system for kerb stones of

approved design including curing, etc. complete, including thecost of formwork etc.

complete. The rate shall also include necessary cutting of asphalt, fixing the

Kerbstones in line and level on 5 cm thick sand bedding withnecessary equipments and

materials. The rate shall also include the flush pointing in CM (1:3) for all joints of

thekerbstones. Filling of zari alone the sides of the kerbstone fixed with Bituminous

concrete Bituminousconcrete / C.C. mixed in proper position to flush withthe road surface

as directed by Engineer in change to form a portable mixture.a) Laying on 5 cm thick

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 Rmt

Item no. 80 Providing and Laying of Rubber Moulded Paver Block Grey/Coloured 60 mm thick,

M-35 Grade of any size shape (Usually Uni-Paver Blocks) using black trap good quality aggragate

of 20 mm nominal size for footpath,parking areas, service lanes and other areas as mentioned in

the drawing / instruction of engineer in charge. Cost includes formworks using rubber mould,

Rate providing and laying paver blocks as per required grading and specification. The paver block

Signature of Bidder Page 77 of

shall be mechanically compacted. The work of paving blocks shall be executed in line and level by

skill mason of flooring work only. It should be laid in such a way that the no cutting of the paver

block to be necessary. if cutting of paver block necessary then it should be cut by machine only and

carting. The finished surface of the paver block shall have resonably good, plain finished. Paver

blocks shall be compacted and shall be relaid if necessary. Gravel or such type of materials shall

not be allowed for production. Laying on 5 cms thick sand

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 Smt

Item no. 81 Provdg. & laying S.W. Gully trap with brick masonry chamber & water tight

G.T.Stone including fixing of covervSquare mouth trap 100 mm x100 mm size P-Trap

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS

GIVEN BY ENGG-IN CHARGE

Providing and laying white glazed tiles 6 mm thick in flooring treads of steps and landing laid on a

bed of 12 mm thick cement mortar 1:3 (1- cement:3-coarses and) finishing with flush pointing in

white cement. (upto 10 ton)

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

Signature of Bidder Page 78 of

plasticity for laying and there shall be no hard lumps that would interfere with the evenness of bedding the base

shall be cleared with well wetted. The mortar shall then be spread in thickness not less than 10 mm at any place

and average 12 mm thickness. The proportion of the cement mortar shall be as specified in the item.

The tiles before laying shall be soaked in water for atleast two hours Neat Gracie cement grout at 3.3 Kg/Cement

/Sq. mt. Of honey like consistency shall be separated over the mortar bedding as directed. The edges of the tiles be

smeared with neat cement slurry. The tiles shall be well pressed and gently tapped with a wooden mallet till they

are properly bedded and in level with the adjoining tiles. There shall be no hollows in bed or joints. The joints

between the tiles shall be as thin as possible in straight line or as per pattern.

The tiles shall not have staggered joints. The joints shall be true to centre line both ways. The Nehni trap coming

in the flooring shall be so positioned that its grating shall replace only one tile as far as possible. Where full size

tiles cannot be fixed, they shall be cut (swan0 to be required size and the edges rubbed smooth to ensure straight

and true joints. The joints shall be filled with grey cement grout with wire brush of trowel to a depth of 5 mm. and

loose material removed. White cement shall be used for pointing the joints., After fixing the tile finally in an even

the flooring shall be kept wet and allowed to nature undisturbed for 7 days.

The surplus cement grout that may have come out of the joints shall be cleared off before it sets. Once the floor

has set, it shall be carefully washed, cleared by dilute acid and dried. Proper precaution and measures shall be

taken to ensure that the tiles are not damaged inany way till the completion of the construction.

Mode of measurement & payment

The work done shall be measured in sq. mt. For visible area of work done, The length and width of the flooring

shall be measured not between the faces of skirting or dedos or plastered face of wall as the case may be. The

paving under dedo or skirting shall not be measured. No deduction shall be made not extra paid for any opening in

the floor of area upto 0.1 sq. mt. Nothing extra shall be paid for laying the floors at different levels in the same

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

Providing and laying polished Kota stone slab flooring over 20 mm (Average) thick base of cement

mortar 1:6 (1-cement:6-coarses and) or L.M.1.1.5 (1-Lime putty:1.5-coarses and) laid over and

jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing

and polishing etc. complete. (A) 25 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

Signature of Bidder Page 79 of

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.

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.

Item no. 86 Providing and jointing stoneware pipes incl. excavation upto 2 mt. refilling,

transporting pipes to work site, unloading lowering in trnch such as cementsand, hemp bitumen as

directed, incl. watering the trenches spreading and cartingaway of surplus.

Lowering, laying and jointing stone ware pipes of following diameters with cement joints in

C.M.1:1 proportion in proper position , grade and alignment at all level as directed by Engineer-

in- charge including conveyance from stone to site of work, Jointing material etc.comp.

A)…………do…….(b)10 cm dia line

B)………do……….(c)15 cm dia line, 20cm line

C)……………do….(c)23 cm dia line

Signature of Bidder Page 80 of

The pipe shall be of best quality stoneware pipes. The pipes shall be of approved quality make

and shall be brought on site after approval. (The pipes shall be laid in grade as per

instruction.)Contractor shall have to procure bills for standard pipes.

The joints shall be done in cement proportion 1:1 (1 part cement: 1 part sand) using spun yarn dipped in

hot asphalt and caulking tools. The hydraulic pressure test shall be given to the contractor for testing

pipes and jointing. No trenches shall be filled without the approval of the engineer in charge.

The rate of the pipe work are including of excavation and refilling. The excavation etc. shall be

done as follows:

Excavation: The sewer trench shall be excavated to the alignment and gradient shown on the plan and

section. In all sorts of soil including old masonary, asphalt roads and wet excavation. The sewer

excavation shall be commenced at the down stream end of the sewer and be continued up to the gradient

as directed. The trench shall not open more than 60 mts. in advance 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 using sign rails and boning roads shall be adopted during the

whole of the process. The centre 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 boning road of approved length and

also by straight edge. The bed of the trench shall be well rammed before starting laying of sewer lines

and cement concrete and masonary work.

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

shorting work looking to the nature of the soil near big or important structure, the sides of the trenches

shall be closely and securely timbered, if any settlement of the buildings in anticipated the timbering

shall be left in the ground. The various materials excavated shall be separately stacked so that in refilling

that may be relayed 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 side

and preserved for reinstatement. The excavated earth shall not be heaped near the trenches so as to

caused unnecessary obstruction along the trenches during inspection trenches etc. shall be tunneled under

only as necessary. The side of the trenches shall be nearly vertical and plumb and red light shall be

placed at each end at intervals and instructions and further protected by rope fence. Necessary caution

boards shall also be created and as directed by the engineer in charge.

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

nearer than three meters from the outer edge of the excavated trenches. 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 ramming of the filling shall be done and well watered.

The surplus earth shall be removed directed within 30 meters lead. The measurements of the

work shall be exact length and width of the trenches as specified or as per City Engineer instruction and

depth shall be measured vertical as per section up to invert or the pipeline. The City Engineer reserves

the right of extra excavation on either side if considers necessary for the safety of the work.

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

concrete is in dia. 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 concrete of filing or other

Signature of Bidder Page 81 of

acceptable materials as directed by the City Engineer at contractor own cost so as to come to proper

formation. In case bad formations are met with the work shall have to be done as per instruction of City

Engineer. Necessary arrangements for watering trenches must be provided by contractor and without

proper watering trenches will not be allowed to be filed to further Contractor shall have to make

arrangement for access to invert of the sewer and for inspection of the work as ordered by the engineer.

If it is required to shift or after the alignment section of 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.

In no case work shall be done at night or no 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 vigorous day night without interruption when so ordered by the engineer. All existing water

pipe storm drains sewer line railway track, electric cables etc. which do not in the opinion of engineer

required to be changed 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 cable and to

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

bills or the deposit of work change 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 utility etc. shall be kept accessible for use.

No extra payment shall be made for land sides and side stops done without prior approval of the engineer

The excavation of trenches shall be done foot wider on each side of the pipe than the inside

diameter of the sewer in case of depth excavation exceeding 3 meters above invert, one feet wider

excavated on either side for the upper depth above 3 meters shall be allowed and paid for. Wherever

natural soil demands winder excavation the mentioned above the same shall be given after approval of

City Engineer. 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 for layers of 0.50 mtrs. Further refilling shall be done thereafter 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 order to

refill 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

contractor either in cost or from his payment through bills.

The rate shall be per meter basis.

The rate per Cmt. in this item shall be paid extra addition to the rate for excavation

Important Note:-

Signature of Bidder Page 82 of

As well as Considered Item Specifications as Per Item Given, not by serial number, the specifications of

items which are not mentioned in BOQ Item, Specifications should be considered as per AMC Sor

Current Approved Rates for Civil and Electrical Works, as per Available on Site of

Ahmedabadcity.gov.in All the Specifications should be Considered as per Schedules Rates of R & B

Division of both civil and Electrical Works. Hence it an ARC Tender All the Quantity Would Vary as

per Instruction of Engineer in Charge. No Rate would be given Extra for Increase or Decrease in the

Quantity of The BOQ Scheduled Items.

Contractor signature Additional City Engineer

Signature of Bidder Page 83 of

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT-CENTRAL ZONE

Name of Work:- bægÍtul Ntnectd Jtuzobtk bt^wvwht rJM<thbtk ytJuj ÏJtuòvwhtle atje, Ôntuht vXtKle atje, œhSle atje, nuc<Ftlle atje

<&t bt^wvwht atuf yuLz gwÍ/vcjef xtuRjux hevuhekd/ buLxulLm fhJtltk <&t yLg ytlw»ttkdef ftb ctc<.

Sr. Qty Rate Per Amount Rs.

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

lead.(A) Loose or soft soil. Item Code No. -

04B001A. (SOR 2023-24 AHMEDABAD CITY)

0 to 1.5 meter depth.

2 5.00 Filling available excavated earth (excluding rock) 90.85 Cmt

in trenches, plinth, sides of foundations etc. in

layers not exceeding 20 cm. in depth

consolidation each deposited layer by ramming and

Providing and laying cement concrete 1:5:10

(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). Item

Code No. - 05006A, Sr. No.5.3.4 (SOR 2023-24

AHMEDABAD CITY)

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).

Brickworkusingcommonburntclaybuildingbricks

having crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Cement

Mortar 1:6 (1- Cement : 6-fine sand)(B)

Conventional. Item Code No. - 06002BA, Sr.

(SOR 2023-24 AHMEDABAD CITY)

(A) Conventional (upto 10 ton)

Signature of Bidder Page 84 of

6 Extra Rate for brickwork in Above Item for -

super structure above plinth level upto floor two

level (B) Conventional

(A) Conventional (upto 10 ton)

Half brick masonry in common brunt clay building

bricks having crushing strength not less than

Kg/Sq.Cm. in Cement mortar 1:4 (1 Cement:4-

coarsesand) in foundationandplinth (B)

Conventional. Item Code No. - 06008A2A, Sr. No.

6.3 (SOR 2023-24 AHMEDABAD CITY)

8 10.00 Extra for half brick masonry in super structure 52.80 Smt

above plinth level upto floor two level

(B) conventional

Providing form work in ordinary timber planking

so as to give a rough finish including centering,

shuttering, strutting and propping etc. height of