P/L Drainage line and Repairing Machine hole, Chamber abd Const. New machin hole Chamber at diff. Places Mrizapur, Old Jamalpur Raikhad area under M.P., M.L.A., Muni.Counsillor, and Other Budget work in Jamalpur ward.

Name of work: - bægÍtul sbtjvwwh Jtuzobtk behÍtvwwh ,swlt sbtjvwwh <&t htgFz rJM<thbtk ^thtmÇg©e <&t

Bgwrl.ftWLmejh©elt csuxbtk&e <&t yLg csuxbtk&e bNel ntuj,auBch hevuhekd /lJt fhJt <&t meMxubuxef zu[lus jtRl ltFJtlt

ftb.(yu.yth.me.)

Tender Invited on Behalf of AMC, Central Zone.

Assistant Manager, Central Zone,

Central Zone Zonal Office”, B – Wing,

Third Floor,Sardar Patel Bhavan,

Danapith, Ahmedabad-380001.

AHMEDABAD MUNICIPAL CORPORATION

Notice inviting Tender

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

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

1 Name of work bægÍtul sbtjvwwh Jtuzobtk behÍtvwwh ,swlt sbtjvwwh <&t htgFz rJM<thbtk

^thtmÇg©e <&t Bgwrl.ftWLmejh©elt csuxbtk&e <&t yLg csuxbtk&e bNel

ntuj,auBch hevuhekd /lJt fhJt <&t meMxubuxef zu[lus jtRl ltFJtlt

ftb.(yu.yth.me.)

2 Estimated Tender Amount Rs. 2499636.60 (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 complete bid documents can be downloaded with effect from Dt. 29/04/2026

Documents to 07/04/2026 up to 18:00 Hrs. from the website www.nprocure.com.

6 Required registration Register “E-1” class having in Road Works in PWD in Govt. R&B /

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

7 Earnest Money Deposit Rs.24,996.00 (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

tender) 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 mode.

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

before Date:-07/04/2026 up to 18.00 hrs. Each bidder must upload the

scanned copies of all the documents along with the submission of online

bidding. 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 on or before

Date.10/08/2023 upto16.00 hrs. (by hand Delivery/ Courier/ Speed

Post/Registered)

10 Last date of receiving Date: 08/04/2026 before 16:00 hrs.

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 Technical Bid will be opened on line on Date: 08/04/2026 at

17:00 hrs. in the office of to Assistant Manager- Central Zone, 3rd Floor, B

– Wing, Sardar Patel Bhavan, Danapith, Ahmedabad-380001.

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-

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

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

TENDER DECLARATION FORM

Additional City Engineer

Ahmedabad Municipal Corporation,

Name of Work:- bægÍtul sbtjvwwh Jtuzobtk behÍtvwwh ,swlt sbtjvwwh <&t htgFz rJM<thbtk ^thtmÇg©e <&t Bgwrl.ftWLmejh©elt

csuxbtk&e <&t yLg csuxbtk&e bNel ntuj,auBch hevuhekd /lJt fhJt <&t meMxubuxef zu[lus jtRl ltFJtlt ftb.(yu.yth.me.)

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

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

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

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

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

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

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

such other rates as may be fixed under the provisions of these conditions.

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

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

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

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

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

necessary action as deemed fit.

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

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

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

provided for in the aforesaid documents.

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

conditions in the aforesaid documents.

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

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

tenders to successful bidders at his sole discretion in case if I / We am/are lowest in more than one tender.

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

opening of the tender.

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

terms and conditions. I am also bound to submit all supporting Genuine Original documents as and when asked

and if any discrepancy found in such documents as well as in the executed Work with respect to

Quality/Quantity at any stage of work or even after completion of work, it will be solely my Responsibility. I

am bound to prove originality of all documents submitted by me and if any Documents found false/fake then

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

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

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

Commissioner/AMC has right to debar/ blacklist permanently.

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

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

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

Yours faithfully

Seal and Sign of Contractor

INSTRUCTIONS TO BIDDERS

1. Scope of Bid

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

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

documents and referred to as “the work”) detailed in the table given in the Invitation for Bid (hereinafter

called as IFB.) from competent bidder. The bidders may submit bids for the works detailed in the table given

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 “E-1” class having in Road Works in PWD in Govt. R&B / CPWD / AMC

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

5.0 DISQUALIFICATION

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

• 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

• Tampered the bid document in any manner.

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

restricting competition.

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

manner whatsoever.

• Proposal not submitted in accordance with this tender.

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

• The bidder qualifies the proposal with his own conditions.

• Proposal is received after due date and time.

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

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

date of opening.

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

• 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

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

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

work increases / decreases up to any extent.

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

• If the items stipulated in the tender shall not be executed as per site condition/ requirements. No claim shall

be entertained for the same.

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

entertained for the same.

B. BIDDING DOCUMENTS

9.0 Content of Bidding Documents

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

1. Notice inviting e-Tender

2. Special conditions of Contract

3. Instructions to Bidders

4. Qualification Information

5. Conditions of Contract

6. Technical Specifications

7. Forms of Bid

8. Bill of Quantities

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

terms, technical specifications, forms, Annexes in the bid document. Failure to comply with the requirements

of bid documents shall be at the bidder’s own risk. Bids which are not substantially responsive to the

requirements of the bid documents shall be rejected.

10.0 Amendment of Bidding Documents

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

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

www.nprocure.com The prospective bidder shall refer to website to check any addendum before 24 hours of

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

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

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

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

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

C PREPARATION OF BIDS

11.0 Language of the Bid

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

12.0 Documents comprising bid

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

• Technical Bid

• Financial Bid

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

• Required Registration Certificate

• Other requested documents

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

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

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

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

and addressed to the addressee given in the NIT duly super scribed “Name of Work, Bid due date and time,

Name and address of the bidder”

13.0 Bid Prices

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

Bill of Quantities submitted by the bidder..

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

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

document. Employer will not compensate the bidder (contractor) for any change in duties, taxes and other

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

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

not be subject to adjustment on any account, except where expressly specified, otherwise, in the contract.

14.0 Currencies of Bid and Payment

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

15.0 Bid Validity

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

shall be rejected by the Employer as non-responsive.

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

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

responses shall be made in writing or by cable. A bidder may refuse the request without forfeiting his bid

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

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

16.0 Earnest Money / Bid Security

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

form of Demand Draft / pay order / Bank Guarantee in favour of Municipal Commissioner, Ahmedabad valid

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

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

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

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

promptly as possible.

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

when the successful bidder has furnished the required security deposit and signed the agreement.

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

furnished the required security deposit.

16.7 The Bid Security shall be forfeited,

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

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

(i) sign the Agreement; or

(ii) Furnish the required security deposit.

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

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

shall be of Ahmedabad City only.

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

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 copy)

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

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

17.2 The inner and outer envelopes

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

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

c) Bear the following identification:

Indicate the name and address of the bidder.

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

misplacement or premature opening of the bid.

18.0 DEADLINE FOR SUBMISSION OF THE BID

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

address specified in bid information not later than the date indicated on the face sheet of the document. In the

event of the specified date for the submission of bids declared a holiday for the Employer, the Bids will be

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

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

NIT, at the following address:

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

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

on account of delay in submission at bidder's end. Bidder shall ensure that they submit the bid well before the

"Due Date & Time of Bid- Submission". AMC shall not be responsible if bidder is not able to submit the bid

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

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

respective Clause, in which case all rights and obligations of the Employer and the bidders previously subject

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

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

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

unopened to the bidder.

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

20.0 NOTIFICATION OF AWARD & SIGNING OF AGREEMENT

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

the Bid validity period by writing, facsimile or e-mail confirmed by registered letter. This letter (hereinafter

and in the Conditions of Contract called the “Letter of Acceptance” will state the sum that the Employer will

pay the Contractor in consideration of the execution, completion, and maintenance of the Works by the

Contractor as prescribed by the Contract (hereinafter and in the Contract called the “Contract Price”).

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

Security Deposit in accordance with the provisions of Clause.

The agreement will incorporate all correspondences between the Employer and the Successful Bidder. It will

be signed by the Employer and the Successful Bidder.

21.0 SIGNING OF CONTRACT AGREEMENT

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

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

otherwise, subject to furnishing the security deposit before signing the Agreement with the Employer.

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

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

22.0 SECURITY DEPOSIT

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

security deposit in the form of Bank Guarantee for an amount equivalent to 5% of the Contract Price valid for

the period of valid till 90 days beyond Date of completion of work. The Security Deposit shall be payable in

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

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

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

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

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

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

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 Deposit.

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

as may have been furnished by the Contractor from time to time, are required to be extended/renewed, the

Contractor shall get the validity periods of such guarantees extended/renewed, and furnish these to the

Engineer-in- Charge one month before the expiry date of the aforesaid Guarantees originally furnished failing

which the existing Bank Guarantees shall be invoked by the Engineer – in – charge. Also in case of any

deficit in securities on any account as might occur or is noticed, the Contractor shall forthwith recoup/replace

the same with acceptable Security Deposit.

22.9 The Bank Guarantee shall be extended within the expiry dates wherever activities as per contract are not

completed in all respects.

22.10 The Security Deposit less any amount due shall, on demand, be returned to the contractor after 45 days of

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

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

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

within 15 days of LOA.

23.0 Advance Payment and Security

The Employer will not provide any advance payment.

24.0 Dispute Review Expert

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

25.0LITIGATION HISTORY

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

completed or under execution by him over last five years. If the details of Litigation History are hidden by the

Bidder and later on it comes to the knowledge of the Employer, the Bidder shall be disqualified for the

proposed work and other appropriate actions shall be taken against the bidder.

DETAILS OF COMPLETED / ONGOING LITIGATION / ARBITRATION

Employer Value of the Reasons/Details for Remarks showing

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

 The bidder shall furnish separate table for individual project.

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

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

may result in disqualification for proposed work.

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

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

against the bidder.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

GENERAL CONDITIONS OF CONTRACT

1.0 Liquidated Damages

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

pay penalty of 10% of amount of actual remaining work. The amount of work for which the scope of

contractor is reduced shall not be considered for the calculation of Liquidated Damages.

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

Circulars shall be applicable.

2.0 Retention Money

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

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

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

3.0 Subcontracting

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

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

from any contractual obligations or responsibility under the Contract.

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

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

of material or engagement of labour.

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

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

The Engineer will approve any proposed replacement of key personnel only if their qualifications, abilities,

and relevant experience are substantially equal to or better than those of the personnel listed in the Schedule.

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

or inadequacy of technical skills and experience, who is a member of the Contractor’s staff or his work force,

the Contractor shall ensure that the person leaves the Site within seven days and has no further connection

with the work in the Contract.

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

work and contractor shall make his own arrangements to provide such accommodations as per the rules of the

local bodies. He shall make his own arrangements for housing, stores, field office etc. He shall submit a site

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

work. The Owner shall in no way be responsible for any delay on this account and no claim on this account

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

prevailing labour Laws.

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

following safety aspects and shall take all necessary steps to ensure that danger to safety is avoided all the

time in respect of,

Safety of the works

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

• 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

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

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

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

be borne by contractor.

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

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

indemnify the Owner against any claim arising out of pilferage / theft, damage, penalty etc. whatsoever on

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

and safety equipments shall be provided to them by the Contractor at his own cost and used at site.

6.0 Contractor to keep site clean:

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

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

7.0 Clearance of site on completion:

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

works of every kind.

A. COST CONTROL

8.0 Bill of Quantities

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

commissioning work to be done by the Contractor.

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

quantities calculated after taking measurements of executed work. The rate stated in the schedule B for

each item of work shall apply. The works shall be measured by the Contractor jointly with the authorized

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

supplied by the contractor.

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

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

any part thereof that may, in his opinion, be necessary and for that purpose, or if for any other reason it shall,

in his opinion, be appropriate, he shall have the authority to instruct the Contractor to do and the Contractor

shall do any of the following:

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

 Omit any such work,

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

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

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

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

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

instruction to vary the Works is necessitated by some default or breach of contract by contractor or for which

he is responsible, any additional cost attributable to such default shall be borne by the Contractor.

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

required for quantities varying from those provided for the items in the contract schedule B.

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

order of priority.

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

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

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

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

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

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

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

based on the following three methods. , the priority of the documents forming the Contract shall be as

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

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

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

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

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

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

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

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

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

of the final rate derived.

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

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

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

Interim Payment Certificates, until rates and prices are agreed as final by the Employer, the Contractor, and

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

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

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

certified by the Engineer.

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

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

shall not be paid any interest upon such delayed payment.

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

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

11.4 All payments shall be made in Ahmedabad.

12 Taxes and duties

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

prevailing on the date of award of the contract. The Contractor will have to pay all such taxes and duties for

the performance of this Contract. The Employer will deduct from the Contractor’s monthly and other

payments all taxes and duties, which he is bound to recover in accordance with the applicable law.

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

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

manner affect those engaged or employed, and anything related to carrying out the work. All the bye-laws lay

down by AMC/AUDA and any other local bodies while executing the work shall be adhered to. All taxes of

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

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

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

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

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

representatives. Nothing extra shall be payable on these accounts.

13.0 Labour Welfare Cess

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

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

Govt. Labour Department for Labour welfare fund.

14.0 Currencies

All payments shall be made in Indian Rupees.

15.0 Advance Payment

No Advance Payment shall be made.

16.0 Cost of Repairs

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

of the Defects Correction periods shall be remedied by the Contractor at the Contractor's cost if the loss or

damage arises from the Contractor's acts or omissions.

B. FINISHING THE CONTRACT

17.0 Completion

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

will do so upon deciding that the Work is completed.

18.0 Termination

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

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

(b) Without reasonable excuse fails –

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

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

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

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

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

his obligation under the contract.

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

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

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

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

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

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

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

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

Employer may be notice terminate the contract immediately.

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

the contract or otherwise.

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

Employer and these entities may then use any goods, contractor’s documents and other design documents

made by or on behalf of the contractor.

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

of the Contract.

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

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

stoppage has not been authorized by the Engineer;

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

or amalgamation;

(c) The contractor fails to fulfill requirements;

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

and the Contractor fails to correct it within a reasonable period of time determined by the Engineer;

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

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

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

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

competing for or in the executing the Contract.

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

anything of value to influence the action of a public official in the procurement process or in contract

execution. “Fraudulent practice” means a misrepresentation of facts in order to influence a procurement

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

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

competitive levels and to deprive the Borrower of the benefits of free and open competition.”

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

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

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

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

leave the Site as soon as reasonably possible and handover the site to the Employer including all materials

and plant and equipment existing there upon.

19.0 Contractor's own responsibility

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

also be responsible for the correctness of the positions, levels, dimensions, and alignment of all parts of the

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

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

Engineer in charge.

20.0 Overpayment & Underpayment

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

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

due or which at any time thereafter may become due to the contractor under this contract and failing that under

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

Corporation (which may be available with Municipal Corporation), or from his retention money, or he shall

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

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

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

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

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

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

Municipal Corporation from the contractor by way of all the means prescribed above or if any under payment

is discovered by the Municipal Corporation, any amount due to the contractor under this contract or under

payment may be adjusted against any amount then due or which may at any time thereafter become due before

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

21.0 Materials obtain from dismantling

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

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

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

22.0 Dispute to be referred to Arbitrator

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

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

referred an independent Arbitrator appointed by AMC as far possible in consultation with the agency if it is

necessary and such disputes shall be settled in accordance with the arbitration and conciliation Act.

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

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

of the work or any part thereof possession of which may have been taken by the Engineer-in-charge

under the said clause –5.

(ii) The reduction in rates made by the Engineer-in-charge under clause 9 from the items of works not

accepted as completed fully in accordance with the sanctioned specifications.

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

carried out by the contractor in accordance with the instructions of the Engineer-in-charge under

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

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

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

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

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

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

intimation or the amount of expenses incurred by the Engineer-in-charge under the said clause17 in

rectifying, removing or re-executing the work or in removing and replacing the materials or articles

(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

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

instructions and the requirement of the Engineer-in-charge in case where there are no specifications.

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

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

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

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

The reference to arbitration proceeding under this clause shall not:

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

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

the contractor or procured by him and intended to be used for the execution of the work or any part thereof.

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

from removing such materials to other places, during the period the work is stopped or suspended in

pursuance, of notice given to the contractor under clause

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

clause 14 or as the case may be, of clause

23.0 Drawings and Photographs of the Works

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

payment will be made to the contractor for this. . The contractor shall have to submit the same in hard copy as

well as soft copy as and when demanded by the AMC.

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

clause 59.1, shall be taken, or permitted to be taken by the Contractor or by any of his employees or any

employees of his sub-Contractors without the prior approval of the Engineer in writing. No photographs/

videography shall be published or otherwise circulated without the approval of the Engineer in writing.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

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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

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

ytvJtbtk ytJNu ðgth ct> r>l - 10 btk rm¾gtuhexe zevtuÍex sbt fhtJJtle hnuNu. rm¾gtuhexe zevtuÍex

btuze ChJtlt rfMmtbtk Bgwrl.ftuvtuohuNlbtk «Joðbtl rlgb ylwmth ftgoJtne fhJtbtk ytJNu.

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

sKtJuj «btKu bkswh &guj mbgbgto>t ct>lt FhuFh ctfe ftble hfblt bn•tb 10% juFu (jefJezexe

zubuSm) vulÕxe Jmwj fhJtbtk ytJNu.

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

E:- yu.yth.me. xuLzhbtk ftb «btKu yk>ts hfb Bþsc mbgbgto>t dKtNu.

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

(h) Yt.1,00,000.00 &e 3,00,000.00 Mþ^elt ftbtu btxu 2 btm

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

(4) Yt.5,00,000.00 &e Wvhlt ftbtu btxu 12 btm

(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

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

(2) xuLzh Vtubole yLþMþra-ce

(3) MvuNeVefuNl

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

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

rlKog ykr<b dKJtbkt ytJNu.

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

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

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

(15) 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.

(16) 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.

(17) 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.

(18) 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.

(19) ftuLx[tfxhlu su ftuLx[tfx ytvJtbtk ytJu Au. <ubt mhfth©elt «Joðbtl rlgb bwsc ve.yuV/juch yufx

<&t bswhtu <&t MxtVle Jebt vtujeme jElu <ult ftg>tlw vtjl fhJtlwk hnuNu <&t yt ykdu

Bgwrl.ftuvtuohuNl îtht su btne<e btkdJtbtk ytJu <u ytvJtle hnuNu. bu.BGþrl.frbNlh©elt mh¾âwjh

Bþsc sYhe ctknu^he vºtf ytvJtLþk hnuNu. Syumxe «J<obtl rlgb bwsc jtdw vzNu.

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

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

dtuXJJtltu hnuNu.

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

(25) 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.

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

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

ytRxblt CtJ lffe fhJtbtk ytJNu ylu <u bwsc awkfJKe fhJtbtk ytJNu.

(27) 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.

(28) 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.

(29) 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.

(30) >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.

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

(32) 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.

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

(34) 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.

yufhthlwk Vtubo

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

ftblu jd<t btjmtbtl, bswhe ylu ceS ctc<tulu jd<e M&trlf vrhrM&r<le ò<-btne<e bu¤Je Au.

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

ft¤SvwJof yÇgtm fgtuo Au ylu <u bwsc <ultu ybj fhJt mkb< Awk/Aeyu.

ftuLx[tfxhle mne ylu rmfft

TECHNICAL SPECIFICATIONS:

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

Item No.1: -Excavation for foundation for following Depth including sorting out and stacking of

useful materials and disposing of the excavated stuff up to 50 Meter lead. (A) Loose or soft soil.

A) 0 - 1.5 mt depth

B) 1.5 - 3.0 mt depth

C) 3.0 – 5.0 mt depth

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

ordinary excavating implement or organic soil, gravel silt, sand turf loam, 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 kinds, bush. Wood and trees shall be removed as directed. The materials

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 hot asphalt.

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

After clearing the site, the centerlines 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, etc. required for setting out for setting out reference marks and

benchmarks and shall maintain them if 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 require. No earth

filing will be allowed for bringing it to level, if mistake or any other reason excavation is made up with

concrete of same proportion as to 1.5 m. depth shall be measured under this item.

Disposal of the excavated stud:

The excavated stuff of the selected type shall be used in filling 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 up to 50 M. and all lift.

Mode of measurement and payment:

The measurement of excavation in trenches for foundation shall be made according to the section 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 more than above requirements or due to sloping and sloping

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

The item shall be measured in Cubic Meter.

Item No.2: 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

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

ordinary excavating implement or organic soil, gravel silt, sand turf loam, 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 kinds, bush. Wood and trees shall be removed as directed. The materials

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 hot asphalt.

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

After clearing the site, the centerlines 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, etc. required for setting out for setting out reference marks and

benchmarks and shall maintain them if 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 require. No earth

filing will be allowed for bringing it to level, if mistake or any other reason excavation is made up with

concrete of same proportion as to 1.5 m. depth shall be measured under this item.

Disposal of the excavated stud:

The excavated stuff of the selected type shall be used in filling 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 up to 50 M. and all lift.

Mode of measurement and payment:

The measurement of excavation in trenches for foundation shall be made according to the section 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 more than above requirements or due to sloping and sloping

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

The item shall be measured in Cubic Meter.

Item No.3 : 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

Meter lead.(A) Loose or soft soil

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

ordinary excavating implement or organic soil, gravel silt, sand turf loam, 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 kinds, bush. Wood and trees shall be removed as directed. The materials

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 hot asphalt.

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

After clearing the site, the centerlines 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, etc. required for setting out for setting out reference marks and

benchmarks and shall maintain them if 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 require. No earth

filing will be allowed for bringing it to level, if mistake or any other reason excavation is made up with

concrete of same proportion as to 1.5 m. depth shall be measured under this item.

Disposal of the excavated stud:

The excavated stuff of the selected type shall be used in filling 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 up to 50 M. and all lift.

Mode of measurement and payment:

The measurement of excavation in trenches for foundation shall be made according to the section 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 more than above requirements or due to sloping and sloping

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

The item shall be measured in Cubic Meter.

Item No.4: -Extra rate over item of excavation of earth if excavation is to be done in wet. condition

without resorting to pumping but incl. of bailing out of water. Detailed specifications are as per item

Extra rate over item of excavation of earth if excavation is to be done in wet. condition without

resorting to pumping but incl. of bailing out of water. Detailed specifications are as per item no.

: -Extra rate over item of excavation of earth for excavation of asphalt pavement / RCC

ofthickness up to 0.20 meter including demolishing the asphalt carpet,metal,soiling/cutting

Reinforcement etc.comp. with stacking the material as directed.

a. up to 0.20-meter thickness (By Manual)

b. Up to 0.30 meter (By any type of Breaker Machine or R.C.C.Cutter machine including cost

of operator, fuel, & transportation etc. complete.

c. 0.30 meter & above (By any type of Breaker Machine or R.C.C.Cutter machine including

cost of operator, fuel, & transportation etc. complete.

Extra rate for excavation of asphalt payment of any thickness including demolishing the asphalt

carpet; metal, soling etc. complete with stacking the materials as directed. The road surface of asphalt

shall carefully be opened to full width as directed by the Engineer in charge to remove all cracks or

other damaged portions of road either manually or with the soling shall be first be stripped off for the

whole width trenches. All the materials shall be separately deposited in such places as may he

determined by the Engineer-in-charge. In case rubble not being so deposited or being mixed up with

the excavated materials will not be allowed for refilling. The cost of materials shall be charged from

the contractor. The decision of the C.E. shall be final and binding to the contractor.

The mode of measurement shall be on smt.

Item No.5:-Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20 cm. in depth consolidation each deposited layer by ramming and

Murrum shall be clean, of good binding quality, and of approved quality obtained from approved

pots/quarries of disintegrated rocks which contain silicones materials and natural mixture of clay of

calcareous origin. The size of murrum shall not be more than 20 mm.

The earth to be used for filling shall be free from salts, organic or other foreign matter, Allclods of

earth shall be broken.

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

cleared of all debris, brick bats, mortar dropping etc.; and filled with earth in layers not exceeding

cm. Each layer shall be adequately watered rammed and consolidated before the succeeding layer is

laid. The earth shall be rammed with iron rammers where feasible and with the butt ends of crowbars,

where rammer cannot be used.

The plinth shall be similarly filled with earth in layers not exceeding 20 cm adequately watered and

consolidated by ramming with iron or wooden rammers. When filling reaches finished level, the

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

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

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

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

The excavated stuff of the selected type shall be allowed to be used in filling the trenches and plinth.

Under no circumstances black cotton soil be used for filling the plinth.

Mode of measurement and payment:

The payment shall be made for filling in plinth and trenches, nodeduction shall be made for shrinkage

or voids if consolidated as instructed above.

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

The rate includes cost of collecting and carting murrum/or selected earth of approved quality with all

lead and labour required for filling in trenches and plinth.

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

Item No.6 :-Conveyance charge of earth,lime,murrum, building rubbish, manual

garbage,sludge,excavated rock,fly ash, aggregate of any kind etc. comp. Up to 5.0 Km. lead.

The surplus earth, which is left on site after refilling and proper watering of the trenches, shall carted

away up to a distance within lead upon 5 km. All surplus earth should be carted away immediately

after the instruction or orders of the engineer in charge. The surplus earth shall be spread at the site

shown where it is carried.

The measurement of the surplus earth shall be paid for as per arithmetical calculations.

Nothing extra shall be paid for the bulk age of the excavated earth.

The rate shall be for a unit of one cmt.

Item No.7:- Providing and supplying,and jointing ISI mark only standard length stoneware pipes of

following class and diameter including excavation for laying of pipes, insurance, transportation,

freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores,

stacking etc. compl. (IS651/1989 or its latest revision) including labour work for lowering, laying,

joiting with cement mortar (1:1) proportion, proper postion, grade and alignment and all level as

directed by engineer in charge including store to site of work jointing material etc complete.

The pipes shall be of best quality stone ware pipes. The pipes shall be of approved quality and make

and shall be brought on site after approval. (The pipes shall be laid in grade as per instruction)

contractor shall have introduce bills for standard pipes.

The joints shall be done in cement prop. (1: 1) (1 part cement: 1 part sand) using spun yarn dispend in

hot asphalt and caulking tools. The hydraulic pressured test shall be given be the contractor for testing

pipes and jointing. No. trenches shall be filed without the approval of the Engineer in charge.

The rate of the pipes work is inclusive of excavation and refilling. The excavation etc. shall be done as

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

section. In all sorts of soil including oil masonry asphalt roads and wet. excavation. The sewer

excavation shall be commenced at the downstream end of the sewer and be continued up to the

gradient as directed. The trench shall not open more than 60 meters 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 suing sight rails and boning roads

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

clearly on each rail. The depth of the excavation and invert of the sewer shall be checked by means of

boning road of appropriate length and straight edge.

The bed of the trench be shall well rammed before starting laying of sewer lines and cement concrete

and masonry work.

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

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 may

be re-laid 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 heap near the trenchers 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 diced as directed by the Engineer in charge.

Wherever possible material excavated from the trenches of whatever kind shall not place 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 ramming 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 up to invert or the pipeline The City Engineer reserves the right of extra excavation on either

side if considers necessary for the safely of the work.

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

concrete in India. In case the excavation is done deeper than required no filling shall be allowed to

bring the formation to proper level but contractor shall have to lay cement or lime be concrete of

filling or other acceptable materials as directed by C.E. at contractor won cost so as to come to proper

information, in case bas formation are met with the work shall have be done as per instruction of C.E.

necessary arrangements for watering trenches must be provided be contractor and without proper

watering trenches will not be allowed to be tilled to further. Contractor shall have to make

arrangement for access 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 interruption when so ordered by the Engineer.

All existing water pipe storm drains sewer line railway tract, electric cables etc. which do not in the

opinion of Engineer required to be charged in location shall be supported and protected from injury

by the contractor. The contractor shall be liable to pay all damages to water pipe, drains electric and

telephone cables and to private property during the execution of this contract and the same will be

recovered from the running bills or the deposit 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

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 meters. 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 places 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 rate shall be for a unit of one RMT basis.

Item No.8:- Providing and supplying,and jointing ISI mark only standard length stoneware pipes of

following class and diameter including excavation for laying of pipes, insurance, transportation,

freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores,

stacking etc. compl. (IS651/1989 or its latest revision) including labour work for lowering, laying,

joiting with cement mortar (1:1) proportion, proper postion, grade and alignment and all level as

directed by engineer in charge including store to site of work jointing material etc complete.

The pipes shall be of best quality stone ware pipes. The pipes shall be of approved quality and make

and shall be brought on site after approval. (The pipes shall be laid in grade as per instruction)

contractor shall have introduce bills for standard pipes.

The joints shall be done in cement prop. (1: 1) (1 part cement: 1 part sand) using spun yarn dispend in

hot asphalt and caulking tools. The hydraulic pressured test shall be given be the contractor for testing

pipes and jointing. No. trenches shall be filed without the approval of the Engineer in charge.

The rate of the pipes work is inclusive of excavation and refilling. The excavation etc. shall be done as

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

section. In all sorts of soil including oil masonry asphalt roads and wet. excavation. The sewer

excavation shall be commenced at the downstream end of the sewer and be continued up to the

gradient as directed. The trench shall not open more than 60 meters 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 suing sight rails and boning roads

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

clearly on each rail. The depth of the excavation and invert of the sewer shall be checked by means of

boning road of appropriate length and straight edge.

The bed of the trench be shall well rammed before starting laying of sewer lines and cement concrete

and masonry work.

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

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 may

be re-laid 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 heap near the trenchers 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 diced as directed by the Engineer in charge.

Wherever possible material excavated from the trenches of whatever kind shall not place 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 ramming 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 up to invert or the pipeline The City Engineer reserves the right of extra excavation on either

side if considers necessary for the safely of the work.

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

concrete in India. In case the excavation is done deeper than required no filling shall be allowed to

bring the formation to proper level but contractor shall have to lay cement or lime be concrete of

filling or other acceptable materials as directed by C.E. at contractor won cost so as to come to proper

information, in case bas formation are met with the work shall have be done as per instruction of C.E.

necessary arrangements for watering trenches must be provided be contractor and without proper

watering trenches will not be allowed to be tilled to further. Contractor shall have to make

arrangement for access 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 interruption when so ordered by the Engineer.

All existing water pipe storm drains sewer line railway tract, electric cables etc. which do not in the

opinion of Engineer required to be charged in location shall be supported and protected from injury

by the contractor. The contractor shall be liable to pay all damages to water pipe, drains electric and

telephone cables and to private property during the execution of this contract and the same will be

recovered from the running bills or the deposit 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

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 meters. 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 places 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 rate shall be for a unit of one RMT basis.

Constructing Chamber of following size includingexcavation, 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 masonry in CM 1:5 & excluding the cost of chamber seat cover etc.completed.

a. 0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 0.90 meter for pipe dia<=150 mm.

b. 0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to 0.90 meter for pipe dia<=20 mm.

c. 0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 meter for pipe dia<=20 mm.

The inspection chamber shall be constructed a per plan and section app. by the City engineer. The

specification for different items is as under:

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

section. In all sortsof soil including oil masonry asphalt roads and wet. excavation. The sewer

excavation shall be commenced at the downstream end of the sewer and be continued up to the

gradient as directed. The trench shall not open more than 60 meters 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 suing sight rails and boning roads

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

clearly on each rail. The depth of the excavation and invert of the sewer shall be checked by means of

boning road of appropriate length and also straight edge.

The bed of the trench be shall well rammed before starting laying of sewer lines and cement concrete

and masonry work.

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

refillingmay bere-laid 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 heap 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 placed as directed by the Engineer in charge.

Wherever possible material excavated from the trenches of whatever kind shall not place 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 ramming 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 up-to invert or the pipeline The City Engineer reserves the right of

extra excavation on either side if considers necessary for the safely of the work. The bottom and sides

of the trench shall be dressed in level and plumb in all directions before any concrete in India. In case

the excavation is done deeper than required no filling shall be allowed to bring the formation to

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

materials as directed by C.E. at contractor won cost so as to come to proper information, in case bas

formation are met with the work shall have be done as per instruction of C.E. necessary arrangements

for watering trenches must be provided be contractor and without proper watering trenches will not

be allowed to be tilled to further. Contractor shall have to make arrangement for access to invert of

the sewer and for inspection of the ware as ordered by the Engineer. If is required to shared 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

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 interruption when so ordered by the Engineer.

All existing water pipe storm drains sewer line railway tract, electric cables etc. which do not in the

opinion of Engineer required to be charged in location shall be supported and protected from injury

by the contractor. The contractor shall be liable to pay all damages to water pipe, drains electric and

telephone cables and to private property during the execution of this contract and the same will be

recovered from the running bills or the deposit 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 meters. 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 places 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 1:5:10.

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

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.

R.C.C.(1:1.5:3 ) SLAB : The R.C.C.(1:1.5:3 ) Slab work shall be carried out as per instruction of engg. in

charge of work. The R.C.C.(1:1.5:3 ) Slab work shall be carried out as per detailed specification and

Condition of form B1 Standard Specification of material & code of practice will be applicable. Form B1

& B2 can be is available in website.

Cement masonry for arches:

Ordinary work in cement masonry shall be done as per Item No. 526 (C) for cement masonry work and

in addition centering shall have to be done as per instruction & approved to give uniform circular

shape. The proportion of cement mortar for arch masonry shall be 1:3 i.e. one part of cement and

three parts of sand.

The work in general is to be done as per PWD Hand book specification No.

All centering shall be prepared & places as directed & shall be struck off & draws with case as to cause

cracks & damages the work. Contractor shall have to remove & improve all disapproved masonry work

either settled of damaged the top bottom & sides of the slab shall be neatly finished with cement

mortar of 1 : 4 proportion.

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

C.I./P.V.C. steps :

Foot steps shall be of the best grey C.I./ P.V.C. as specified above true to dimensions. The rate includes

mixing the same in position as directed the wt. of the approved C.I foot steps shall be 3 kg. RCC steps

of approved design and quality shall have to be fixed if so ordered by C.E. without extra charges. C.I./

P.V.C. steps shall be fixed at interval of 37 cm. vertically & 22 cm. horizontally starting from the invert

The construction of R.C.C. slab shall be done as per instruction of Engg. incharge.No extra payment

will be paid for centering work & steel required for casting of r.c.c. slab.

The rate shall be for a unit of one number basis.

Item No. 10 :-Constructing Slab Type M.H. Chamber Of The Following Size Including Excavation,

Refilling, Brick Bats Cement Concrete (1:5:10) of thickness 15 C.M., CC Channel (1:2:4) of thickness

C.M., finished 15 mm thick cement plaster inside & outside (Only for shaft) In Cm 1:3, Finishing With

Cement Slurry, P/F 4 Mm DiaM.S.SteelHdpe Coated Steps 35 Cm C/C At 35 Cm Staggered Masonary In

Cm 1:5, Rcc Slab In Cc1:1.5:3 of thickness 15 C.M.,Including Cantering & Reinforcement (Single jalli at

15 C.M. c/c bothway 10 mm dia.)But Excluding The Cost Of Manhole Seat Cover Etc.Completed Of Size

0.75 X 1.00 Meter. (Inside Clear, M.H. length should be parallel to the flow)

a. 1.00 to 2.00 meter depth, (Slab at Ground level) (for pipe dia<=230 mm)

b. 2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From G.L.) (for pipe dia<=300 mm)

Item No. 11:-Constructing Slab type M.H. Chamber of the following size including excavation,

refilling, brick bats cement concrete (1:5:10) of thickness 15 C.M., CC Channel (1:2:4) of thickness

C.M., finished 15 mm thick cement plaster inside & outside (Only for shaft) in CM 1:3, finishing with

cement slurry, P/F 4 mm diaM.S.Steel HDPE coated steps 35 cm c/c at 35 cm staggered in masonary

CM 1:5, RCC Slab in CC 1:1.5:3 of thickness 23 C.M., including Cantering & reinforcement (double jalli

at 15 C.M. c/c bothway 12 mm dia.) but excluding the cost of Manhole seat cover etc.completed. of

Size 1.00 X 1.40 meter (Inside Clear, M.H. length should be parallel to the flow, for pipe dia<=

a. 1.00 to 2.00 meter depth, (Slab at Ground level)

b. 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.)

c. 3.00 to 4.00 meter depth, (Slab at below 1.00 mt. From G.L.)

d. 5.00 to 6.00 meter depth, (Slab at below 1.00 mt. From G.L.)

Item No. 12 :- Extra rate over item of Constructing Slab Type M.H./Chamber of following size for

constructing M.H./ Chamber, per 1.00 Decimetre of additional depth or part thereof. etc. complete. Of

size 1.00 x 1.40 mt. (inside clear) and Depth from.

The rate shall be for a unit of DM basis.

Item No.13-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 diaM.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.(Based on Drainage SOR 2009-10)

a. 1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M & reinforcement (Single jalli at

C.M. c/c bothway 10 mm dia.) From 0 to 2 mt depth (Slab at Ground level) 2.00 to 3.00 meter

depth, (Slab at below 0.6 mt. From G.L.)

b. 1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M & reinforcement (Single jalli at

C.M. c/c bothway 10 mm dia.) From 2 to 3 mt depth (Slab at below 1.00 mt. From G.L.)5.00 to

6.00 meter depth, (Slab at below 1.00 mt. From G.L.)

c. 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement (double jalli at

C.M. c/c bothway 10 mm dia.) From 0 to 2 mt depth (Slab at Ground level)

d. 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement (double jalli at

C.M. c/c bothway 10 mm dia.) From 2 to 3 mt depth (Slab at below 1.00 mt. From G.L.)

e. 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement (double jalli at

C.M. c/c bothway 10 mm dia.) From 3 to 4 mt depth (Slab at below 1.00 mt. From G.L.)

1 Excavation: This shall be done as per specification in Item No.1

2 Brickwork(1:5):

For detailed specification refer R & B Dept. booklet for General Technical

Specification for building works, Page no. 43, Section. No. 6.12(B).

(3) C.C. Channels:

Cement concrete of the invert and channels of manholes shall consist on a part 1 part of

cement 2 part of sand, 4 part of black trap metal or other approved material of size 1/4' to 1' well

grade as per instruction.The work shall be done as per P.W.D. hand book specification No. 20 and as

per general instruction of C.E. The rate includes all necessary materials mixing lifting placing ramming

watering etc. the expressed faces to be neatly of the channels shall be half round as per drawing and

instructions of the engineer in charge.

4 Cement Plaster(1:3):For detailed specification refer R & B Dept. booklet for General Technical

Specification for building works, Page no. 104, Section. No.17.58(I) Except that the thickness of the

plaster shall be 15 mm instead of 10 mm.

For detailed specification refer R & B Dept. Booklet for General Technical

Specification for building works

Measurement shall be considered as No. basis.

The relevant specification as per Item No.- 10 & 12 as above.

Item No. 14: -Making connection to the ex.M.H.in running sewer incl. Dewatering and other required

machinery etc. of following dia pipes at any convenient time. All damaged work shall be well repaired

as per instructions. etc.complete.

a. 150 mm to 300 mm dia.

b. 400 mm to 600 mm dia.

Making connection to the ex. M.H. in running sewer of following dia. Pipes, at any convenient time

when M.H. is found empty. All damaged work shall be well repaired as per inst. Etc. complete.

Making connection to the existing M.H. in running sewer of the said dia Pipe at any convenient time

and M.H. is found be empty. All damaged work shall be well repaired as per instruction proposed

R.C.C. / G.S.W pipe should relate to the existing M.H. as directed. Hole made in the wall of existing

M.H. should be finished smooth in circular shape as directed. Rate also incl. making or repairing of

damaged brick, plaster, and channel. As per instruction of E.I.C. rate also incl. of watering etc. comp.

Mode of M/s and payment shall be on unit No. basis.

Item No.15: -Cutting the pipes of following dia coming in the new M.H.in running sewer including

cutting bars, including removing debris /silt from the M.H. and carting at a suitable distance

etc.complete as directed. No payment for M.H. work will be made until pipe is not cut completely in

a. 150 mm to 300 mm dia.

b. 400 mm to 600 mm dia.

Cutting the pipe of dia 150 to 600 mm incl. cutting the bars, in new mm at any depth it read. And

finishing smooth. Removing any type debris form the MH and courting away at a suitable dist. The

cutting edge shall be finished smooth with CM 1:3 and CC 1:2:4.

The M/s shall be on No. basis.

Item No. 16:-Repairing damaged M.H. and rasing M.H. up to road level incl. removing damaged brick

work and repairing by brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and

existing MH sheet cover, removing the debris from MH and carting the same as directed. up to

mt. (@ Two Coarse)

a. up to 0.15mt. (@ Two Coarse)

b. up to 0.35mt. (@ Four Coarse)

c. up to 0.65 mt. (@ Seven Coarse)

d. up to 0.90 mt. (@ Ten Coarse)

Manhole/chamber with fixing existing seat at top & fixing pre-cast FRC cover (medium duty) repairing.

This item relates to repairing existing manhole of 1.40 x 1.00 or 1.00 x 0.75 mt. size with removing first

existing seat & cover including demolishing existing loose masonry work up to from GF level to depth

if specified & up to same height brick work in CM 1:5 shall be completed & after of that work

plastering work in CM 1:3 shall also be done.

Rate including fixing existing or new (if not there) C.I. steps shall fix at time of masonry work. After

completion of brick work & plastering same manhole seat & cover fixing at top & casted it in C.C. 1:2:4

etc. Measurements shall be given on no. of basis on the depth of work.

This item relates to repairing work of above item of chamber.

Chamber with fixing precast RCC cover only at top. In this item instead of manhole chamber shall be

Measurements shall be given on no. basis.

Item No. 17:-Repairing damaged I.C./ Raising removing damaged brick work and repairing by brick

masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing chamber sheet cover,

removing the debris from chamber and carting the same as directed. (Based on Drainage SOR 2009-

Repairing damaged M.H. incl. removing damaged brickwork and repairing masonry in C.M. 1:6 and

plaster in cm 1:3 and fixing C.I. steps and M.H. cover in C.C. 1:2:4 rate also includes removing debris

from M.H. and carting the same as directed. (A) up to 0.17 mt. depth (B) up to 0.30mt. depth (C) up to

0.60 mt. depth (D) up to 0.90 mt. depth

The M/s shall be on No. basis.

Item No. 18:-Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.

a. F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames Cover : 728mm ø & 100 mm thick

circular cover, 35.00 MT load design, 100x2mm MS flat allround, 16mm ø plain round bar for

lifting the cover & should be fitted with plastic cups. Frame : 560 mm ø clear opening, outer

size- 888x888x175 mm. On the upper periphery of frame 25 x 3 mm wide MS flat should be well

embed in concrete to protect the edges of frame. FRC E.H.D.-35 manhole cover & frame

described as aboveup to 0.65 mt. (@ Seven Coarse)

b. FRC heavy duty cover size 730 mm. & 90 mm thick circular cover 20 M.T. design load and frame

size 560 mm clear opening size 890 x 890 x 120 mm.

c. FRC medium duty cover size 670 mm dia& 70 mm thick 10 M.T. load design and frame size

mm clear opening outer size 780 x 780 x 120 mm.

d. FRC medium duty Chamber seat cover (FRC) cover 706 x 556 x 50 mm rectangular cover frame

size 600 x 450 mm clear opening outer size 816 x 666 x 100 mm (MD-10)

e. FRC light duty Chamber seat cover (FRC) cover with rectangular frame (LD-2.5)

FRC medium duty cover size 670 mm dia& 70 mm thick 10 M.T. load design and frame size 560 mm

clear opening outer size 780 x 780 x 120 mm. The F. R. C. High duty manhole seat (Frame) and covers

should have circular 730 mm dia should have 20 M.T. load capacity. The from with circular cover shall

have 90 mm. thickness. Frame size 560 mm dia. Clear opening outer size 890 x 890 x 160 mm.

The rate includes fixing the M. H. seat cover supplied by contractor incl. carting to the work side &

fixing in C.C. 1 : 2 : 4 finishing etc. complete as directed by Engineer in charge.

The F. R. C. medium duty manhole seat (Frame) and covers should have 670 mm dia should have

M.T. load capacity. The from with circular cover shall have 70 mm. thickness. Frame size 560 mm dia.

Clear opening outer size 780 x 780 x 120 mm.The rate includes fixing the M. H. seat cover supplied by

contractor incl. carting to the work side & fixing in C.C. 1 : 2 : 4 finishing etc. complete as directed by

Engineer in charge.

The M/s shall be on NO basis.

Item No. 19: -Carting and Fixing M.H., Chamberor Catchpit Seat and Cover in line and level to match

existing road level in C.C. 1:2:4 and finishing smooth, watering and protecting for 7 days etc. complete

as directed. M.H. seat cover will be supplied byA.M.C.(from any store)

Carting and Fixing M.H., Chamber or Catchpit Seat and Cover in line and level to match existing road

level in C.C. 1:2:4 and finishing smooth, watering and protecting for 7 days etc. complete as

directed. M.H. seat cover will be supplied byA.M.C.(from any store).

The M/s shall be on No. basis.

Item No. 20: - Providing Kachha of Pakka Dummy in the following dia pipes and removing the same

after completion of the connection work as directed.

(A) 100 mm to 300 mm dia.

(B) 350 mm to 600 mm dia

The M/s shall be on No. basis.

Supplying, labourfor break down repairing work for activities like excavation, desilting, removing

debris from trench back filling etc. comp. as directed by Eng.in charge.Mazdoor at day /Night

a. Mukardam/ supervision at day / Night.

Labour shall be supply for full shift duty, minimum & hours without recess time also Mukardam,

Supervision should be provided for full shift duty without recess time no labour should be allowed

below 18 years as per labour act, in all sites. All labours should be fit for such type of break down work

for day & night if labours not done work properly as reqd. labour should be removed from site. It

more than 10 labour on site per day contractor must have labourlicence.

M/s. shall be on No. basis.

Barricading the entire break down or excavated area on rental basis using wooden ballies /

M.S.angles at max. 2.00 meter centre to centre, C.G.I. Sheet, reflective paint / Board out side to

avoid accident & for smooth traffic diversion & movement including cautionary board etc. Item also

includes for making temporary sufficient nos of lighting arrangement through out the work with

necessary required arrangement. The same shall be removed after completion of work. (Only for

break down work from start to complete)

M/s. shall be on RMT. basis.

Providing TMT Bar FE415 reinforcement for R.C.C. work including bending, binding and placing in

position complete upto floor two level (upto 10 ton)

M/s. shall be on Kg. basis.

Brick work using common burnt clay building bricks having crushing strength not less than

35kg./Sq.Cm. In foundation and plinth in Cement Mortar 1:5.(1-Cement: 5 -fine sand)(B)

Conventional.(R & B Building Road Bridge SOR 2021-22 Item Code 06001BA,Item No.as per NBO-

6.12 page no.64Dist. AHMEDABAD SOR 2021-22

M/s. shall be on cmt. basis.

Providing15mm thick cement plaster in single coat on Rough (Similar) side of single or half

brickwalls for interior plastering upto floor two level and finished even and smooth in (i) Cement

mortar 1:3 (1-cement:3-sand).

M/s. shall be on smt. basis.

Reinstatement of Asphalt road using the same material.

M/s. shall be on smt. basis

Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to 1 mt including

excavation, B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the prop. of CM (1:6) with 40 mm thick

IPS flooring in the prop M15 at bottom and 15 mm thick cement plaster inside the catch pit in the

proportion of CM (1:3) with out jali etc. comp. as directed.

M/s. shall be on No. basis.

CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear opening etc. comp.. As

directed by engineer in charge.

M/s. shall be on No. basis.

Providing, laying and jointing in true line and level UPVC pipe (SCH-40) of following dia. Including fittings of

standard make as approved by Engineer-in-charge.

M/s. shall be on Rmt. basis.

Providing and operation dewatering Pump including fuel charges & operator Charges etc. as directed etc. comp.

(Shift for Eight Hour) (For Each Pump Set, No payment should be allowed for non working condition of machinery)

M/s. shall be on shift. basis.

Hiring and operating Mud Pumps incl. Cost of fuel and operator including the cost of to and fro transportation,

laying of the delivery hoses as required, lowering and lifting the pumps as and when required etc. complete. Set

Do As Directed. (No payment should be allowed for non working condition of machinery)

M/s. shall be on HP/Hr. basis.

Hiring and operating the 20 KV 3 Phase Electric Generator for operating desilting machinery, and lighting and

other requirements with Arranging diesel to run the D.G. Set Do As Directed. 8 Hrs Shift. (No payment should be

allowed for non working condition of machinery)

M/s. shall be on shift. basis.

Providing & Supplying JCB Machine on rental basis in case of emergency situation and break down type work &

also during unavoidable condition as per instruction of engg. in charge, rate includes all nece. shifting, fuel and

operating charges and stacking of useful & non-useful materials separately up to store. (No payment should be

allowed for non working condition of machinery and for pipe line excavation and laying work)

M/s. shall be on Hour basis.

Seal and Signature of the Bidder Addl. City Engineer

Date: Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT (CENTRAL ZONE)

BILL OF QUANTITY

AHMEDABAD MUNICIPAL CORPORATION

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Item Description Per Amount

Excavation for pipe line trenches for water

supply, sewerage line, manhole etc. all with

shoring and struting if required as per

required gradient and line including safety

1 provisions using site rails and stacking

excavated stuff including up to all required

lead cleaning the site etc. complete for all lifts

and strata as specified.

In all sorts of soil and soft murrum

a 70 Upto 1.50 mt depth 89 Cu.M

b 40 1.50 mt to 3.00 mt depth 98 Cu.M

c 29 3.00 mt to 4.5 mt depth 103 Cu.M

Excavation for foundation upto 1.5 m

depth including sorting out and stacking

of useful materials and disposing off the

2 excavated stuff upto 50 Meter lead.(A)

Loose or soft soil

Excavation for foundation for depth from

m to 3.0 m including sorting out and

stacking of useful materials and

3 disposing off the excavated stuff upto

50 Meter lead.(A) Loose or soft soil

Extra rate over item of excavation of earth for

excavation of asphalt pavement / RCC of

thickness up to 0.20 meter including

demolishing the asphalt carpet, metal,s

4 oiling/cutting Reinforcement etc.comp. with

stacking the material as directed. (Based on

Previously approved rate by C E sir )

a 420 up to 0.20 meter thickness (By Manual) 71.1 Smt

0.20 to 0.30 meter (By any type of Breaker

Machine or R.C.C.Cutter machine including

b cost of operator, fuel, & transportation etc

0.30 meter & above (By any type of Breaker

Machine or R.C.C.Cutter machine including

c cost of operator, fuel, & transportation etc

Filling available excavated earth (excluding

rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20 cm. in depth

5 consolidation each deposited layer by

ramming and watering

Conveyance charge of earth, lime, murrum,

building rubbish, manure, garbage, sludge,

excavated rock, fly ash, aggregates of any kind

executed outside the road site. Rate also

includes spreading & levelling etc complete.

6 Internal conveyance above 50 mt done within

the work site is not payable. (R&B 2021-22

Statement No.5 Page no.5 & RA Approved

St.Com.Res No.189,Dt.19/05/2022)

a 0 a) Lead up to 1 Km. 23.38 Cmt

b 0 b) Lead From 1Km to 2 Km. 30.94 Cmt

c 0.00 c) Lead From 2 Km to 3 Km. 38.37 Cmt

d 0 d) Lead From 3 Km to 4 Km. 45.52 Cmt

e 642 e) Lead From 4 Km to 5 Km. 52.42 Cmt

f 0 f) Lead From 5 Km to 10 Km. 78.54 Cmt

g 0 g) Lead From 10 Km to 15 Km. 104.65 Cmt

Providing and supplying ISI marked only

Standard length Stoneware pipes in standard

lengths of following class and diameter

including all taxes, insurance, transportation,

7 freight charges, octroi, inspection charges,

loading, unloading, conveyance to

departmental stores, stacking etc. complete.

(IS - 651 / 1989) Stoneware Pipe

a 130 100 mm 113 Rmt

b 520 150 mm 163 Rmt

c 149 200 mm 252 Rmt

d 250 230 mm 299 Rmt

Providing and supplying ISI Standard R.C.C.

pipes(of Sulphate Resisting Cement) in

standard lengths of following class and

diameter suitable for either collar joints or

rubber ring joints including all taxes,

8 insurance, transportation, freight charges,

octroi, inspection charges, loading,

unloading, conveyance to departmental

stores, stacking etc.

Note : One collar should be supplied with each

full length plain ended RCC pipe, cost

included in rates below. One rubber ring

should be supplied with each full length

socketed pipe, cost included in rates below.

Class NP3 Test Pressure 0.7 Kg/sq.cm

a 0 150 mm 331 Rmt

b 0 200 mm 417 Rmt

c 0 225 mm 471 Rmt

d 0 250 mm 527 Rmt

e 45 300 mm 755 Rmt

f 0 450 mm 1361 Rmt

i 0 600 mm 1946 Rmt

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,

9 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

a from 0.0 to 0.90 meter

0.60 X 0.75 mt. size Inside Clear, Depth

b from 0.0 to 0.90 meter.

0.75 X 0.75 mt. size (Inside Clear) Depth from

c 0.0 to 1.20 meter.

Constructing Slab Type M.H. Chamber Of

The Following Size Including Excavation,

Refilling, Brick Bats Cement Concrete

(1:5:10) of thickness 15 C.M., CC Channel

(1:2:4) of thickness 10 C.M., finished 15 mm

thick cement plaster inside & outside (Only

for shaft) In Cm 1:3, Finishing With Cement

Slurry, P/F 4 Mm Dia M.S.Steel Hdpe Coated

Steps 35 Cm C/C At 35 Cm Staggered

10 Masonary In Cm 1:5, Rcc Slab In Cc1:1.5:3 of

thickness 15 C.M.,Including Cantering &

Reinforcement (Single jalli at 15 C.M. c/c

bothway 10 mm dia.)But Excluding The Cost

Of Manhole Seat Cover Etc..Completed Of

Size 0.75 X 1.00 Meter (Inside Clear, M.H.

length should be parallel to the flow)

1.00 to 2.00 meter depth, (Slab at Ground

2.00 to 3.00 meter depth, (Slab at below

b mt. From G.L.)

Constructing Slab type M.H. Chamber of the

following size including excavation, refilling,

brick bats cement concrete (1:5:10) of

thickness 15 C.M., CC Channel (1:2:4) of

thickness 10 C.M., finished 15 mm thick

cement plaster inside & outside (Only for

shaft) in CM 1:3, finishing with cement slurry,

P/F 4 mm dia M.S.Steel HDPE coated steps

cm c/c at 35 cm staggered in masonary CM

11 1:5, RCC Slab in CC 1:1.5:3 of thickness

C.M., including Cantering & reinforcement

(double jalli at 15 C.M. c/c bothway 12 mm

dia.) but excluding the cost of Manhole seat

cover etc..completed. of Size 1.00 X

meter (Inside Clear, M.H. length should be

parallel to the flow.

1.00 to 2.00 meter depth, (Slab at Ground

2.00 to 3.00 meter depth, (Slab at below

b mt. From G.L.)

3.00 to 4.00 meter depth, (Slab at below

c mt. From G.L.)

Extra rate over item of Constructing Slab Type

M.H./Chamber of following size for

constructing M.H./ Chamber, per

12 Decimetre of additional depth or part thereof.

etc. complete. Of size 1.00 x 1.40 mt. (inside

clear) and Depth from.

a 9 4.00 to 5.00 meter depth, 521.43 DM

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.

1.00 x 0.75 mt (inside clear) RCC Slab of

thickness 15 C.M& reinforcement (Single jalli

a at 15 C.M. c/c bothway 10 mm dia.) From 0 to

2 mt depth (Slab at Ground level)

1.00 x 0.75 mt (inside clear) RCC Slab of

thickness 15 C.M& reinforcement (Single jalli

b at 15 C.M. c/c bothway 10 mm dia.) From 2 to

3 mt depth (Slab at below 1.00 mt.From G.L.)

1.40 x 1.00 mt (inside clear) RCC Slab of

thickness 23 CM & reinforcement (double jalli

c at 15 C.M. c/c bothway 10 mm dia.) From 0 to

2 mt depth (Slab at Ground level)

1.40 x 1.00 mt (inside clear) RCC Slab of

thickness 23 CM & reinforcement (double jalli

d at 15 C.M. c/c bothway 10 mm dia.) From 2 to

3 mt depth (Slab at below 1.00 mt. From G.L.)

1.40 x 1.00 mt (inside clear) RCC Slab of

thickness 23 CM & reinforcement (double jalli

e at 15 C.M. c/c bothway 10 mm dia.) From 3 to

4 mt depth (Slab at below 1.00 mt. From G.L.)

Making connection to the ex.M.H.in running

sewer incl. Dewatering and other required

machinery etc. of following dia pipes at any

14 convenient time. All damaged work shall be

well repaired as per instructions.

a 40 a. 150 mm to 300 mm dia. 1339.29 No.

b 30 b. 400 mm to 600 mm dia. 2232.14 No.

Cutting the pipes of following dia coming in

the new M.H.in running sewer including

cutting bars, including removing debris /silt

from the M.H. and carting at a suitable

15 distance etc..complete as directed. No payment

for M.H. work will be made until pipe is not

cut completely in all respect.

a 30 150 mm to 300 mm dia. 1133.93 No.

b 30 400 mm to 600 mm dia. 1687.5 No.

Repairing damaged M.H. and rasing M.H. up

to road level incl. removing damaged brick

work and repairing by brick masonry in C.M.

1:5 and plaster in C.M. 1:3 and fixing C.I.

16 steps and existing MH sheet cover, removing

the debris from MH and carting the same as

a 40 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

b 40 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No.

c 32 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No.

d 60 (D) up to 0.90 mt. (@ Ten Coarse ) 2150.9 No.

Repairing damaged I.C./ Raising removing

damaged brick work and repairing by brick

masonry in C.M. 1:5 and plaster in C.M. 1:3

17 and fixing C.I. steps and existing chamber

sheet cover, removing the debris from

chamber and carting the same as directed.

Providing F.R.C. MH seat cover incl. carting

18 to the work site etc. comp. Directed.

(SET cover and frame) F.R.C. Extra Heavy

Duty [EHD-35] Machinehole Covers &

Frame- 560mm ø clear opening, The

a dimension of frame and cover as per

mentioned in Amend No.1

to IS 12592 : 2002 table

( Only Cover ) F.R.C. Extra Heavy Duty

[EHD-35] Machinehole Covers & Frame-

560mm ø clear opening, The dimension of

b frame and cover as per mentioned in Amend

No.1 to IS 12592 : 2002 table

( Only Frame ) F.R.C. Extra Heavy Duty

[EHD-35] Machinehole Covers & Frame-

560mm ø clear opening, The dimension of

c frame and cover as per mentioned in Amend

No.1 to IS 12592 : 2002 table

(SET cover and frame) F.R.C. Heavy Duty

[HD-20] Machinehole Covers & Frames-

560mm ø clear opening, The dimension of

frame and cover as per mentioned in Amend

No.1 to IS 12592 :2002 table

(Only Cover) F.R.C. Heavy Duty [HD-20]

Machinehole Covers & Frames- 560mm ø

clear opening, The dimension of frame and

e cover as per mentioned in Amend No.1 to IS

12592 : 2002 table 1 (Only Cover)

(Only Frame ) F.R.C. Heavy Duty [HD- 20]

Machinehole Covers & Frames- 560mm ø

clear opening, The dimension of frame and

f cover as per mentioned in Amend No.1 to IS

(SET cover and frame) F.R.C. Medium Duty

[MD-10] Machinehole Covers & Frames-

560mm ø clear opening, The dimension of

g frame and cover as per mentioned in Amend

2002 table 1 (SET cover and frame)

(Only Cover ) F.R.C. Medium Duty [MD- 10]

Machinehole Covers & Frames- 560mm ø

clear opening, The dimension of frame and

h cover as per mentioned in Amend No.1 to IS

(Only Frame ) F.R.C. Medium Duty [MD- 10]

Machinehole Covers & Frames- 560mm ø

clear opening, The dimension of frame and

I cover as per mentioned in Amend No.1 to IS

(SET cover and frame) F.R.C. Medium Duty

[MD-10] Chamber Covers & Frame- 600 x

450 mm clear opening, The dimension of

F frame and cover as per mentioned in Amend

(Only Cover ) F.R.C. Medium Duty [MD- 10]

Chamber Covers & Frame- 600 x 450 mm

clear opening, The dimension of frame and

G cover as per mentioned in Amend No.1 to IS

(Only Frame ) F.R.C. Medium Duty [MD- 10]

Chamber Covers & Frame- 600 x 450 mm

clear opening, The dimension of frame and

cover as per mentioned in Amend No.1 to IS

Carting and Fixing M.H., Chamber or

Catchpite Seat and Cover in line and level to

match exisisting road level in C.C. 1:2:4 and

finishing smooth, watering and protecting for

19 7 days etc. complete as directed. M.H. seat

cover will be supplied byA.M.C.(from any

Providing Kachha of Pakka Dummy in the

following dia pipes and removing the

20 same after completion of the connection

work as directed.

a 45 (A) 100 mm to 300 mm dia. 199.11 No.

b 30 (B) 350 mm to 600 mm dia 302.68 No.

Supplying, labour for break down repairing

work for activities like excavation, disliting,

21 removing debris from trench back filling etc.

comp. as directed by Eng.in charge.

a 10 Mazdoor at day /Night (Un Skilled ) 452 No

b 10 Fitter at day / Night ( Semi Skilled ) 462 No

Makadam/ supervision at day / Night ( Skilled

Barricading the entire break down or

excavated area on rental basis using wooden

ballies / M.S.angles at max. 2.00 meter centre

to centre, C.G.I. Sheet, reflective paint / Board

out side to avoid accident & for smooth traffic

diversion & movement including cautionary

board etc. Item also includes for making

22 temporary sufficient nos of lighting

arrangement through out the work with

necessary required arrangement. The same

shall be removed after completion of work.

(Only for break down work from start to

Providing TMT Bar FE415 reinforcement for

R.C.C. work including bending, binding and

23 placing in position complete upto floor two

level (upto 10 ton)

Brick work using common burnt clay

building bricks having crushing strength not

less than 35 kg./Sq.Cm. in foundation and

plinth in Cement Mortar 1:5. (1- Cement

: 5 -fine sand)(B) Conventional

Providing 15 mm thick cement plaster in

single coat on Rough (Similar) side of single

or half brick walls for interior plastering up to

25 floor two level and finished even and smooth

in (iii) Cement mortar 1:6 (1-cement:6-sand)

Reinstatement of Asphalt road using the same

Constructing Bombay Pattern Type Catch Pit

of size 0.60 x 0.60 depth up to 1 mt including

excavation, B.B.C.C. (1:5:10), 23 cms thick

brick maso. wall in the prop. of CM (1:6) with

27 40 mm thick IPS flooring in the prop M15 at

bottom and 15 mm thick cement plaster inside

the catch pit in the proportion of CM (1:3)

with out jali etc. comp. as directed.

CatchPit Jali (Heavy duty) Fixing P/F FRC

catch pit jali with frame 600mm x 600mm

28 clear opening etc. comp.. As directed by

engineer in charge.

Providing, laying and jointing in true line and

level UPVC pipe (SCH-40) of following dia.

29 Including fittings of standard make as

approved by Engineer-in-charge.

a 0 15 mm 75.43 Rmt

b 0 25 mm 95.36 Rmt

c 0 40 mm 153.79 Rmt

d 0 50 mm 203.19 Rmt

Providing and operation dewatering Pump

including fuel charges & operator Charges etc.

as directed etc. comp. (Shift for Eight Hour)

30 (For Each Pump Set, No payment should be

allowed for non working condition of

Hiring and operating Mud Pumps incl. Cost of

fuel and operator including the cost of to and

fro transportation, laying of the delivery hoses

as required, lowering and lifting the pumps as

31 and when required etc. complete. Set Do As

Directed. (No payment should be allowed for

non working condition of machinery)

Providing & Supplying JCB Machine on rental

basis in case of emergency situation and break

down type work & also during unavoidable

condition as per instruction of engg. in charge,

rate includes all nece. shifting, fuel and

operating charges and stacking of useful &

non-useful materials separately up to store.

(No payment should be allowed for non

working condition of machinery and for pipe

line excavation and laying work)

Note :‐ All the item rate are considering excluding cost of GST as per Government of Gujarat Road And Building Dept. Reso.

No. TNC/102022/457/C Dt.05/04/2022. So, bidder shall be consider this change in BOQ.

Date & S ign ature of contractor Signature of Eng in eer