Construction of Vyara type footpath and central verge at dhudheshvar mehndikuva and old shahpur area in shahpur ward Central Zone. (A.R.C.)

Name of work: - Constuction of Vyara type foothpath and central verge at dhudheshvar mehndikuva

and old shahpur area in shahpur ward Central Zone. (A.R.C.)

Tender Invited on Behalf of AMC, Central Zone.

Assistant Manager, Central Zone,

Central Zone Zonal Office”, B – Wing,

Third Floor,Sardar Patel Bhavan,

Danapith, Ahmedabad-380001.

Signature of Bidder Page 2 of

AHMEDABAD MUNICIPAL CORPORATION

Notice inviting Tender

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

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

1 Name of work Constuction of Vyara type foothpath and central verge at

dhudheshvar mehndikuva and old shahpur area in shahpur ward

Central Zone. (A.R.C.)

2 Estimated Tender Amount Rs. 3,50,00,000.00 (EXCLUDING OF GST) GST WILL BE PAID

EXTRA BY AMC/AUTHORITY AT PREVALLING RATE TO

3 Tender fee Rs.6,000.00

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

4 Time Limit 18 Months

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

loaded mentioned AS PER TENDER NOTICE INVITED

6 Required registration Register “A” class having in Road Works in PWD in Govt. R&B / CPWD /

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

7 Earnest Money Deposit (Bid security) Rs.3,50,000.00 (Demand Draft / pay order / Bank Guarantee in favour

(1 % of Estimate put to tender) of Municipal Commissioner, Ahmedabad is to be submitted as

prescribed as below. Demand Draft/Bank Guarantee shall be from

approved list of AMC of banks and the issuing branch of bank guarantee

shall be of Ahmedabad city only and it should be valid for for 180 days.

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 Tender The whole tender shall be submitted by two modes.

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

website as per Schedule mentioned in Notice inviting Tender.

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

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

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

mentioned in Notice inviting Tender.

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

The tenders received after latest schedule date and time will not

Signature of Bidder Page 3 of

be entertained under any circumstances.

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

percentage rate on amount of BOQ online only until specified.

Price Bid shall be submitted physically duly signed & seal without

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

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

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

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

pay order / Bank Guarantee in favour of Municipal Commissioner,

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

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

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

only. The validity of the Security Deposit shall be up to valid till 90 days

beyond Date of completion of work.

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

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

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

charged by AMC.

15 Deductions from Running Bills

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

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

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

deducted from each running bill.

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

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

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

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

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

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

to bidder with out any condition.

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

tenders without assigning any reasons thereof.

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

holding Power of Attorney and Digital Signatory are not the same, the bid shall be considered non-responsive.

Seal and Signature of the Bidder Add City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 4 of

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

TENDER DECLARATION FORM

Add City Engineer

Ahmedabad Municipal Corporation,

Name of Work:- Constuction of Vyara type foothpath and central verge at dhudheshvar mehndikuva and old shahpur area in

shahpur ward Central Zone. (A.R.C.)

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

project comprising of Notice Inviting tenders, Articles of Agreement, Scope of work, Definition of terms, notes

Instructions/Information to Bidder, Condition of Contract, special condition of contract, Appendices, Specifications, Bill of

Quantities, furnished by AHMEDABAD MUNICIPAL CORPORATION.

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

specification, designs, drawing and instruction in writing referred to in the said document and with such materials as mentioned

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

these conditions.

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

contract, according to your form 1 of agreement as or in default where of I/we bound myself/ourselves to forfeit the "Earnest

Money Deposit."

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

receipt of letter of acceptance, you will forfeit the earnest money paid by me/us and take necessary action as deemed fit.

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

the full value of which is to be absolutely forfeited to the Employer If I/We fail to commence the work specified. Otherwise the

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

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

aforesaid documents.

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

We also understand & agree that Municipal Commissioner Reserves the right to allot number of tenders to successful bidders at

his sole discretion in case if I / We am/are lowest in more than one tender.

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

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

Signature of Bidder Page 5 of

any Documents found false/fake then Municipal Commissioner/AMC has right to take any action/penalty/punishment against

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

Signature of Bidder Page 6 of

INSTRUCTIONS TO BIDDERS

1. Scope of Bid

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

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

referred to as “the work”) detailed in the table given in the Invitation for Bid (hereinafter called as IFB.) from competent

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

2.0 Source of Funds

Ahmedabad Municipal Corporation has arranged the fund for this project.

3.0 Eligible Bidders

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

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

been engaged by the Employer to provide consulting services for the preparation or supervision of the works, and any of

its affiliates, shall not be eligible to bid.

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

debarred for specified period by AMC, Governement of Gujarat, Government of India or any other entity controlled by

it, would not be eligible to submit the Bid.

4.0 Qualification of the Bidder

4.1 Requires registration:- Register as per Notice Inviting Tender having in Road Works in PWD in Govt. R&B / CPWD / AMC

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

5.0 DISQUALIFICATION

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

• Made misleading or false representations in the forms, statements, affidavits and attachments submitted in proof of

the qualification requirements; and/or

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

in completion, litigation history, or financial failures etc. or debarring from AMC work etc.

• Tampered the bid document in any manner.

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

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

• 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

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

Signature of Bidder Page 7 of

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

language adopted for tender preparation.

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

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

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

• Any condition which affect the cost.

• If it is joint venture.

5.1 Debarment / Black listing

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

false representations in the forms statements etc. for the period to be decided by the Employer.

6.0 Cost of Bidding

The bidder shall bear all costs associated with the preparation and submission of his Bid. Employer will in no case be

responsible and liable for those costs.

The Bidder, at his own cost, responsibility and risk, is encouraged to visit, examine and familiarize himself with the site of

Works and its surroundings including source of earth, water, road aggregates etc. and obtain all information that may be

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

shall be at the Bidder's own expense.

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

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

• 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

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

Signature of Bidder Page 8 of

10.0 Amendment of Bidding Documents

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

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

The prospective bidder shall refer to website to check any addendum before 24 hours of opening of bids. AMC will not

give any advertisement for the same.

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

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

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

through such addendum shall be applicable & bound to 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 Bidders (ITB)

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

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

shall be submitted in a sealed envelope by 18:00 Hrs on the date of physical submission of bid and addressed to the

addressee given in the NIT duly super scribed “Name of Work, Bid due date and time, Name and address of the bidder”

13.0 Bid Prices

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

Quantities submitted by the bidder..

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

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

Employer will not compensate the bidder (contractor) for any change in duties, taxes and other levies payable by the

contractor under the contract and any other reasons.

• The percentage rate and bid price quoted by the bidder shall be fixed up to the completion of Work and shall not be

subject to adjustment on any account, except where expressly specified, otherwise, in the contract.

14.0 Currencies of Bid and Payment

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

Signature of Bidder Page 9 of

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

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

will not be required or permitted to modify his bid, but will be required to extend the validity of his bid security for a

period of the extension.

16.0 Earnest Money / Bid Security

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

Demand Draft / pay order / Bank Guarantee in favour of Municipal Commissioner, Ahmedabad valid for 120 days.

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

Signature of Bidder Page 10 of

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

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

Signature of Bidder Page 11 of

(i) sign the Agreement; or

(ii) Furnish the required security deposit.

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

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

Ahmedabad City only.

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

accordance with the stamp Act applicable to that particular state of Indian Union, where executed.

16.10 The executing officers of the bank Guarantee for Earnest Money Bid Security shall clearly indicate in (block letters) his

name, designation, Power of Attorney No. / Signing Power No. etc.

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

the last page shall be signed in full, indicating the particulars as aforesaid under the seal of the Bank.

D. SUBMISSION OF BIDS

17.0 Sealing and Marking of Bids

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

envelopes shall be sealed in an outer envelope. The Bid envelopes shall be marked as follows:-

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

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

envelope should mention the name of firm of bidder, his address, contact details & name of the work.

17.2 The inner and outer envelopes

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

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

c) Bear the following identification:

Indicate the name and address of the bidder.

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

misplacement or premature opening of the bid.

18.0 DEADLINE FOR SUBMISSION OF THE BID

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

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

specified date for the submission of bids declared a holiday for the Employer, the Bids will be received up to the

appointed time on the next working day. The Bidder is further required to submit Documents in Physical Form on or

before the Bid Due Date and before the time of submission as specified in NIT, at the following address:

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

Signature of Bidder Page 12 of

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

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

20.0 NOTIFICATION OF AWARD & SIGNING OF AGREEMENT

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

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

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

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

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

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

Deposit in accordance with the provisions of Clause.

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

by the Employer and the Successful Bidder.

21.0 SIGNING OF CONTRACT AGREEMENT

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

(hereinafter called the Contractor) receives the Letter of Acceptance, unless they agree otherwise, subject to furnishing

the security deposit before signing the Agreement with the Employer.

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

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

22.0 SECURITY DEPOSIT

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

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

till 90 days beyond Date of completion of work. The Security Deposit shall be payable in 10 days (for tenders upto

Rs.10.0 Lacs) or 15 days (for tenders of Rs.10.0 Lacs and above)from date of receipt of LOA failing which interest @ 4%

per annum will be charged by AMC.

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

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

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

Signature of Bidder Page 13 of

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

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

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

23.0 Advance Payment and Security

The Employer will not provide any advance payment.

24.0 Dispute Review Expert

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

25.0 LITIGATION HISTORY

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

or under execution by him over last five years. If the details of Litigation History are hidden by the Bidder and later on it

comes to the knowledge of the Employer, the Bidder shall be disqualified for the proposed work and other appropriate

actions shall be taken against the bidder.

DETAILS OF COMPLETED / ONGOING LITIGATION / ARBITRATION

Employer Value of the Reasons/Details for Remarks showing

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

Signature of Bidder Page 14 of

 The bidder shall furnish separate table for individual project.

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

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

in disqualification for proposed work.

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

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

Seal and Signature of the Bidder Add City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 15 of

GENERAL CONDITIONS OF CONTRACT

1.0 Liquidated Damages

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

of 10% of amount of actual remaining work. The amount of work for which the scope of contractor is reduced shall not

be considered for the calculation of Liquidated Damages.

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

shall be applicable.

2.0 Retention Money

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

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

contractor i.e. poor quality or abandoned / incomplete work.

3.0 Subcontracting

3.1 Except where expressly specified in the Contract, the Contractor shall not subcontract any portion of Work without the

approval of the Employer’s Representative. Any subcontracting shall not relieve the Contractor from any contractual

obligations or responsibility under the 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

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

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 works

Signature of Bidder Page 16 of

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

Employer and Engineers employees engaged at work site.

• Any authorized third party persons on the site.

• Contractor’s plant and equipment

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

when and where necessary, or required by Engineer in Charge or by any duly constituted authority for the protection of

the works or for the safety and convenience of the public or other.

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

nuisance to persons or property of the public and others arising as a consequence of his method of operation.

5.4 The Contractor shall maintain in good condition all work throughout execution, completion, and defects liability period.

The contractor shall be responsible for and to make good all injuries, damages and repairs, rendered necessary by fire,

rain, traffic, floods or other causes.

5.5 All the scaffolding work, wherever required for the execution of work, shall be provided by the contractor. Nothing extra

shall be payable on this account. It shall be provided strictly with double scaffolding system with all the accessories etc.

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

to take all incidental loads. It should cater to the safety features for workmen. It shall be ensured that no damage is

caused to any structure due to scaffolding.

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

contractor, wherever required and as directed by the Engineer.

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

Contractor at his own cost and also necessary permissions directly from relevant Owners shall be obtained by him under

intimation to the Owner. Also all initial and running charges and security deposit, if any in this regard shall be borne by

him. The Contractor shall abide by all the rules/ bye laws applicable in this regard and he shall be solely responsible for

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

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

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

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

responsible for any pilferage, theft, damage, penalty etc. in this regard. The Contractor shall indemnify the Owner

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

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

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

6.0 Contractor to keep site clean:

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

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

7.0 Clearance of site on completion:

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

A. COST CONTROL

8.0 Bill of Quantities

Signature of Bidder Page 17 of

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

commissioning work to be done by the Contractor.

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

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

shall apply. The works shall be measured by the Contractor jointly with the authorized representative of the

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

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

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

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

appropriate, he shall have the authority to instruct the Contractor to do and the Contractor shall do any of the following:

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

 Omit any such work,

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

 Execute Deputy 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 Deputy 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

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 follows:

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

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

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

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

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

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

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

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

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

Signature of Bidder Page 18 of

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

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

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

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

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

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

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.

Signature of Bidder Page 19 of

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 received.

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

obligation under the contract.

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

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

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

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

(c) The contractor fails to fulfill requirements;

Signature of Bidder Page 20 of

(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 whatsoever.

21.0 Materials obtain from dismantling

Signature of Bidder Page 21 of

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 Deputy or altered work carried out by

the contractor in accordance with the instructions of the Engineer-in-charge under clause 14 and the rates for

which is to be determined under the said clause

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

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

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

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

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

amount of expenses incurred by the Engineer-in-charge under the said clause17 in rectifying, removing or re-

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

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

materials as accepted or made use of.

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

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

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

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

claims. The decision will have to be implemented by all 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 Deputy 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

Signature of Bidder Page 22 of

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

made to the contractor for this. . The contractor shall have to submit the same in hard copy as well as soft copy as and

when demanded by the AMC.

23.2 No photograph of the works or any part thereof or plant employed thereon, except those permitted under clause 59.1,

shall be taken, or permitted to be taken by the Contractor or by any of his employees or any employees of his sub-

Contractors without the prior approval of the Engineer in writing. No photographs/ videography shall be published or

otherwise circulated without the approval of the Engineer in writing.

Seal and Signature of the Bidder Add City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 23 of

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xuLzh btxule Nh<tu

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(2) Bgwrl.ftuvtuohuNllt «Joðbtl rlgbtu ylwmth yluMxble ChJtle hnuNu.ylu xuLzh mt&u cezJtle hnuNu.

Signature of Bidder Page 24 of

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ylwmth mhCh fhJtbtk ytJNu.

Signature of Bidder Page 25 of

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

htFJtbtk ytJNu.

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

yufb >h btLg htFJtbkt ytJNu ylu >hlt yt^thu dwKtfth mw^thJtbkt ytJNu.

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

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

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

<theF&e 10 r>Jm <&t 10 jtF &e Wvhltk ftb btxu yuj.ytu.ytR. ytÃg <theF&e 15 r>Jm&e NY &guj dKJtbt

ytJNu. <&t <u >hBgtl ftble 5% juFu zevtuÍex Che fhthvºt fhJtltu hnuNu.

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

ylu <ubtk atjw ftb >hBgtl su ftuR VuhVth &Nu <ultu J^thtu awfJJtbtk ytJNu lrnk .

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

ðgth ct> r>l - 10 btk rm¾gtuhexe zevtuÍex sbt fhtJJtle hnuNu. rm¾gtuhexe zevtuÍex btuze ChJtlt rfMmtbtk

Bgwrl.ftuvtuohuNlbtk «Joðbtl rlgb ylwmth ftgoJtne fhJtbtk ytJNu.

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

bkswh &guj mbgbgto>t ct>lt FhuFh ctfe ftble hfblt bn•tb 10% juFu (jefJezexe zubuSm) vulÕxe Jmwj

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

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

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

(11) y:- awfJKe:-

xuLzh Chlthu yu Jt< mbS juJtle hnuNu fu <uKu xtkfujt >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.

Signature of Bidder Page 26 of

<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)

% 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

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

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

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

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

Signature of Bidder Page 27 of

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

sJtc>the (òlbtj) ftuLx[tfxhle vtu<tle hnuNu. mtRx Wvh ftb >hBgtl bswhtu fu sl<tlt ftuR btKmlt òlbtj lu

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

Dme l vzu <ule sJtc>the vK vtujem Vrhgt>bt ftuLx[tfxhle hnuNu. CuFz Dme l vzu <u btxu mjtb<elt vdjt (suJt

fu >tuhzwk ctk^e bswh Ftztbtk W<thJt, mtuhekd ylu Mx[xekd fhJt rJduhu) je^t Jdh bsqhlu Ftztbtk W<thNu <tu ftuLx[tfxh

s vtujem Vrhgt>bt sJtc>th hnuNu ylu Bgwrl.ftuvtuohuNlltu ftuRvK MxtV ytlt btxu sJtc>th hnuNu lrn. ytxjwk

mbSlu s xuLzh ChJwk. bswhtultu rJbtu vK W<thJtu.

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

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

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

fhJt ftuLx[tfxh ck^tgujt Au.

(19) mtRx vh jtJJtbtk ytJuj btj mtbtl hesufx fhJtbt ytJu <tu <whk< r>l 1btk vh< jR sJtltu hnuNu. yLg&t <ule

lwfNtlle sJtc>the ftuLx[tfxhle hnuNu.

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

MxtVle Jebt vtujeme jElu <ult ftg>tlw vtjl fhJtlwk hnuNu <&t yt ykdu Bgwrl.ftuvtuohuNl îtht su btne<e btkdJtbtk

ytJu <u ytvJtle hnuNu. bu.BGþrl.frbNlh©elt mh¾âwjh Bþsc sYhe ctknu^he vºtf ytvJtLþk hnuNu.

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

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

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

(24) ftuLx[tfxh îtht xuLzhbt >NtoJuj MveNeVefuNl bwsc MxtLzzo bxehegÕm MvuNeVefuNl bwsc jtJJtlt hnuNu.<&t xuMxekd

fhtJJtlwk hnuNu.<&t y ykdu «Joðbtl Bgwrl.ftuvtuohuNlt rlgbtulw vtjl fhJtlw hnuNu.

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

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

ytJNu ylu <u bwsc awkfJKe fhJtbtk ytJNu.

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

rJ. ftuLx[tfxhu jtJJtlwk ylu mtaJJtlwk hnuNu. ylu ftuRvK yfMbt< &Nu <tu <ule mkvwKo sJtc>the ftuLx[tfxhle hnuNu.

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

juch yufx bwsc fhJtle &<e ftgoJtne <&t vtujem ftgoJtnele sJtc>the ftuLx[tfxhle hnuNu.

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

ftb mw^thJt fu «tud{um J^thJtlt ltuk^ fhuj ntug <tu <ulwk ftuBÃjtgLm ytvJtlwk hnuNu ytJe ltu^lt sJtc l &gu fu <u

«btKu M&¤ Wvh ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle m•ttt yuze.mexe yuLSlehgh©elu hnuNu.

Signature of Bidder Page 28 of

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

bwsc hnuNu su ytRxbbtk MvuNeVefuNl l ntug <uJt mkstudtubtk yuze.mexe.yuLSlegh©eltu rlKog ytFhe

hnuNu.Jtuxhekd fhJtbtk lrn ytJu fu >hhtus J^thtltu zucheÍ WvtzJtbtk lrn ytJu <tu ftuLx[tfxhlt Fauo ylu sutFbu

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

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

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

fhe Nftg <ub l ntug <tu <u Bþscle xtEb jebex J^the ytvJtbtk ytJNu.

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

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

mkkstudtubtk bNel ntuj / dxh btk btKmlu W<thJtu lnek <ubs buLgwyj M¾{uJSkd ykdule btdoœrNoft lwk vtjl fhJwk.

(34) mœh xuLzhle ytRxbtult CtJtu ltKt Ft<tlt mh¾gwjh lkk.38, <t.21/11/2022 <&t mûtb m<tle b¤uj bkkswhe

bwsc Syumxe rmJtg dK<hebtkk juJtbt ytJuj <&t «Jo<btl rlgb bwsc Syumxe awfJJt vtºt &Nu. su ægtlu jR

<btb rczomu xuLzhtu ChJtlt hunNu.

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

&lth mw^thtytu vK jtdw vzNu. suule ltuk^ jR xuLzhtu ChJtlt hunNu.

(36) mœh xuLzh yu.yth.me. «fthlw Au ytvlu mtukvJtbtkk yuxju fu ytv îtht ChJtbtkk ytJuj ftbdehelt sÚ&t bwsc mbg

bgtoœt lffe fhe yjd&e bkswh &guj ykœtsJtRs Jfo ytuzoh ytvJtbtkk ytJNu ylu mbg bgtoœtbtkk ftbdehe vqKo

fhJtlw awM< vKu vtjl fhJtlw hunNu.

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

ykkœtsle bkkswhe bu¤JJtbtkk ytJ<e ntuR, ytuAtbtkk ytuAe yuf mt&u œN søgtyu sYhegt< bwsc ftbdehe NY fhJtle

Nh<u ylu <u «btKu bulvtJh, bNelhe, bxehegÕm <ubs ltkkKtfeg studJtRle vwh<t «btKbtkk ÔgJM&t fhe su <u xuLzhhu

xuLzh Cgto vqJuo ytdtu<Y ytgtuslle <igthe mt&u ftbdehe fhJtle &tg Au.

(38) y.Bgw.ftu. ltk ltKt Ft<tk îtht RlJzo lk. 4416 <t.20/12/2025 &e b¤uj mwalt bwsc Mxu. frbxe

<t.27/11/2025 ltk mwal «btKu ßgtk 50% hemtgfjucj çjtuf JtvhJtbtk l ytJ<t ntug, <ulwk cej bkswh fhJtbtk

lrnk ytJu. sule ftuLx[t¾xhu Ftm ltuk^ juJe.

Signature of Bidder Page 29 of

yufhthlwk Vtubo

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

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

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

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

ftuLx[tfxhle mne ylu rmfft

Signature of Bidder Page 30 of

TECHNICAL SPECIFICATIONS:

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

FollowingtechnicalspecificationsshallbeapplicabletotherelevantitemsofBOQ

Earthworkincuttinginallsortsofsoil&murrum incldg.conveyaning,breakingclodsspreadingthestuffas&where dire. With in a lead

of 50 mt. from end of cutting.

ThemodeofpaymentforthisitemshallbeonCmt.Basis.

Conveyance charge of earth, lime, murrum, building rubbish, manure,garbage,

sludge,excavatedrock,fly ash,aggregates of any kind Includingspreading &

levelling etc. complete.

ThemodeofpaymentforthisitemshallbeonCmt.Basis.

Dismantlingthefollowingincludingloading,unloadinganddisposalofunserviceablematerialforallleadorasdirected byEngineer-In-

Chargeand stackingtheserviceable materialandbackfillingthe resultingtrenchesandpitscomplete.

a. centralverge-kerbstone.

b. Dismantlingtiledorstonefloorslaidinmortarincludingstackingofserviceablematerialanddisposalofunserviceablem

aterialwith all lead andlifts.

c. Demolition&disposalofunserviceablematerialwithallleadandliftforunreinforcedconcrete.

d. Demolitionofbrickwork&stonemasonryincludingstackingofserviceablematerialsanddisposalofunserviceablemat

erialswithalllead andlift(1)In cementmortar.

e. Demolitionincludingstackingofserviceablematerialsanddisposalofunserviceablematerialswithallleadandlift.(I)R.C

Signature of Bidder Page 31 of

Thedemolitionshallconsistofdemolitionofoneormorepartsofthestructureasspecifiedorshowninthedrawings.Demolitio

n implies taking up or down or breaking up. This shall consist of demolishing whole or part of work including all

relevantitemasspecified or shownin the drawings.

The demolition shall always be planned before hand and shall be done in reverse order of the one in which the

structure wasconstructed.Contractorisfully responsibleforproperandsafedemolition.

Necessary dropping, shoring and under pinning shall be provided for the safety of the adjoining work or property,

beleftintact,beforedismantlinganddemolishingistakenupandtheworkshallbecarriedoutinsuchawaythatnodamages

Signature of Bidder Page 32 of

iscausedtotheadjoiningproperty.

Wherever required, temporary enclosures or partitions shall also be provide 1. Necessary precautions shall be taken

to keep thedust nuisance downasandwhere necessary.

Dismantling shall be commenced in a systematic manner. All materials which are likely to be damaged by dropping

from a heightor demolishing roof, masonry etc. shall be carefully dismantled first. The dismantled articles shall be

properly stacked as directed.All materials obtained from demolition shall be the property of Government unless

otherwise d shall be kept in safe custody untilhanded over totheEngineer-in-charge.

Any serviceable materials, obtained during dismantling or demolition shall be separated out and stacked properly as

directed,withalllead andlift.Allunserviceablematerials, rubbishetc.shallbstacked asdirectedby theEngineer-in-charge.

Oncompletionofwork,thesiteshallbeclearedofalldebrisrubbishandcleanedasdirected.

Modeofmeasurements&payment:

Measurementsofallworkexcepthiddenworkshallbetakenbeforedemolitiondismantlingandnoallowanceforincreaseinbu

lk shall be allowed. The demolition of lime concrete shall be measured under this item. Specification for deduction for

voids,openingsetc.shall beonsamebasisasthat employedforconstructionofwork.

All work shall be measured in decimal system as fixed in its place subject to the following limits, unless otherwise

statedhereinafter : (a)Dimensionsshall be measured to thenearest 0.01 mt. (b) Area shallbe worked out tothe nearest

0.01 sq. mt.(c,d,e)Cubicalconnectionshallbe worked outto the nearest 0.01 Cu.m.

Therateshallincludecostofalllabourinvolvedandtoolsusedindemolishinganddismantlingincludingscaffolding.Therateshall

o include the charges for separating out and stacking the serviceable materials properly and disposing the

unserviceablematerials with all lead and lift. The rate also includes for temporary storing for the safety of the portion

not required to be pulleddownorofadjoiningpropertyandprovidingtemporary enclosuresorpartitions

whereconsidered necessary.

Therateshallbeforaunitofonecubic

metre.For Dismantlingof Tiled Floor:

The relevant specifications shall be followed except the dismantling of tiled or stone floors laid on mortars shall be

doneDismantling implies carefully taking up or down or these are fixed by nail screws bolts etc. the shall be taken out

with propertools.

Signature of Bidder Page 33 of

Modeofmeasurement&Payment:

Thesupportingmaterials suchas joints beams if

anyetc.shallbemeasuredseparately.Therateshallincludestackingtheunserviceablematerialsasdirectedwillleadandlift.

Therateshallbeforaunitof(a)RMT(b)one sq.Meter(C) CMT(d)Cu.m(e)Cu.m

Extra rate over item of excavation of earth for excavation of asphaltpavement / RCC of thickness up to 0.20 meter

includingdemolishing the asphalt carpet, metal, soiling/cutting Reinforcement etc. comp. with stacking the material as

directed. (a) upto 0.20 meter thickness (By Manual)(b) 0.20 to 0.30 meter (By any type ofBreaker Machine or R.C.C.Cutter

machine includingcost of operator, fuel, & transportation etc complete.(c) 0.30 meter & above (By any type of Breaker

Machine or R.C.C.Cuttermachineincludingcostofoperator,fuel,&transportationetc complete.

TheItemshallbecarriedoutasperItemdescriptionandasperinstructionofEngineer-in-

Chargeand/orhisauthorizedrepresentative.

Therateincludesthecostofexcavationofbituminousmacadami.e.bituminouslayersonlylikeDBM,BCetcincludingthelabours,t

ools,equipmentandallotherincidentalexpenses.NonBituminousSub-layer/Subbasearenotconsideredinthisitem.

Signature of Bidder Page 34 of

WorkshallbecarriedoutmanuallyorbyMachineryaspersiterequirements.Themode

ofpaymentforthisitemshall beon Smt. Basis.

Supplying and fixing of 380 mm H x 300 mm L x 200 mm B KerbblockforCentralVergeinM-20gradeusing20mm nominal

sizeblacktrapaggregateofSevaliya/Timbaor equivalentqualityforpre-castblocks,reasonablyexposed finish/

formwork,mouldwithwellequippedwithvibratory system forkerbstonesofapproveddesignincludingcuring, etc. complete, including

the cost of formwork etc. complete. The rate shall also include necessary cutting of asphalt, fixing the Kerb stones in line and level

on 5 cm thick sand bedding withnecessary equipments andmaterials. The rate shall also includethe

flushpointinginCM(1:3)foralljointsofthe kerbstones.Fillingofzarialonethesidesofthekerbstone fixedwith

Bituminousconcretemixedinproperpositionasdirected byEngineer inchange to form aportable mixture.In any case Gravel or such

type of materials shall not be allowed for productiona) Laying on 5 cm thick Sand Bedding

Thespecifictionoffollowingmaterialsshallbeconformingwithspecificationmentionedforrelaventmaterial/itemsinGeneraltech

nicalspecification for buildingworkofR&B DepartmentofGujarat.

WatershallconformtoM-

Gradedstoneaggregate20mm.nominalsizetoM-10

Contractor shall have to manufacture the blocks as per the dimensions given in the drawing. Specific machineries

usedtomanufacturetheprecastblocks.Thesemachineriesshouldbecompatibletoproduceblocksofrequiredstrengthanddim

ensions. The machineshallcontainhydraulicPressoradvanced

equipmenttogeneraterequiredcompaction&Gradeandfinish.Moulds/Steel Plates/ Dies of the machine shall be

dimensionally checked & to be got approved before commencing theproduction. Contractor shall prepare

proper Drying Yard for keeping the blocks before curing. The drying yard shall

Signature of Bidder Page 35 of

levelledandcoveredsothatnoshrinkagecracksareformed.Contractorshallprepareadequatesizecuringpondtocuretheblocks

fornotlessthan21Days.Noothermeansofcuringshallbeallowed.ThetechnicalspecificationofconcreteshallconfirmtoIS456-

Signature of Bidder Page 36 of

2000.TheconcretemixisnotrequiredtobedesignedandonlynominalmixasperIS:456-2000shallbefollowed.The

proportionoftheconcretemixshallbe1:1.5:3(1cement:1.5coarsesand:3gradedstoneaggregate20mm.nominalsize)by

volume.Concrete work shall have fairly exposed concrete surface or as specified in the item. The designation ordinary

25specifiedasperI.S.correspondsapproximatelyto1:3:6,1:2:4,1:1.5:3and1:1:2nominalmixofordinary

concrete,byvolumerespectively.Theingredientsrequiredforordinaryconcretecontainingonebagofcementof50Kg.by

weight(0.0342m3.)fordifferentproportionsofmixshallbeasperIS456-2000.Theproportionoftheaggregateforthekerb

stoneshallbemodifiedaspertheapprovaloftheengineer-in-charge.Thewatercementratiosshallnotbemorethanthose

specified as perIS.The cement ofthemix shallbe increased, ifthe quantity of water ina mix hastobeincreasedto

overcomethe difficultiesofplacement and compaction sothatthewater cement ratio specified inthe tableisnot

exceeded. The maximum size

ofcoarseaggregateshallbeaslargeaspossiblewithinthelimitsspecifiedbutinnocasegreaterthan1/4thoftheminimum

thicknessofthemember,providedthattheconcretecanbeplacedwithoutdifficultysoastosurroundallreinforcementthorough

e corners of the form. For reinforced concrete work, coarse aggregates having a nominal size of 20 mm. are

generallyconsideredsatisfactory. Admixture shall be used in concrete only with approval of the Engineer-in-charge

based upon theevidence that with thepassageoftime,neitherthecompressivestrength

ofconcreteisreducednorareotherrequisitequalitiesofconcreteimpaired bythe useofsuch admixtures.

Proportioning shall be done by volume, except cement which shall be measured in terms of bags of 50 kg weight. The

volume ofone such bag can be taken as 0.0342 m3. Boxes of suitable sizes shall be used for measuring sand and

aggregate. The size of theboxes (internal)shall be 30cm.x30 cm.and38 cm.deep. While measuring the aggregate

andsand,the boxshall be filledwithout shaking ramming or hammering. The proportioning of sand shall be on the

basis of its dry volume and in case of dampsand;allowancesforbulkageshallbe made.

Forallwork,concreteshallbemixedinamechanicalmixerwhichalongwithotheraccessoriesshallbekeptinfirstclass

workingcondition and maintained throughout the construction. Measured quantity ofaggregate, sand, and cement

required for eachbatch shall be poured into the drum of the mechanical mixer while it is continuously running. After

about half a minute ofdry-mixing, measured quantity of water required for each batch of concrete mix shall be added

gradually and mixing continued

foranotheroneandahalfminute.Mixingshallbecontinuedtillmaterialsareuniformlydistributedanduniformcolourofthe

entiremassisobtainedandeachindividualparticleofthecoarseaggregateshowscompletecoatingofmortarcontainingitsprop

ortionateamount of cement. In no case shall the mixingbe done for less than 2 minutes after all ingredients have

been putinto the mixer. Mixers which have been out of use for more than 30 minutes shall be thoroughly cleaned

before putting in a newbatch. Unless otherwise agreed to by the Engineer-in-charge, the first batch of concrete from

the mixture shall contain only2/3rds of normalquantityof coarse aggregate. Mixing plant shall be

thoroughlycleanedbefore changingfrom one type ofcement toanother.

Signature of Bidder Page 37 of

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

shall bedetermined by regular slump tests in accordance with IS: 1199-1959. The slump of 10 mm. to 25 mm. shall be

adopted whenvibratorsare used.

AllMouldsshallbecleanedandmadefreefromstandingwater,dust,snow,oriceimmediatelybeforeplacingof

concrete.Formwork/MetalMouldforexposedconcretesurface(Ifindicated):

Allthemouldsshallbecheckedforexactdimensionsoftheprecastblocks.Alltheedgesoftheprecastblocksshallconfirmthe

profile of the final drawing & edges/ curvatures of the moulds shall be checked accordingly. Moulds shall be regularly

checked forcorrectnessofdimensionsofBlocks, twists, bendsdueto handling, etc.Beforestartingevery dayswork.

Care shall be taken to set all form work/Mould in perfect line, level (or in required camber or slope as specified) and

plumb. Formwork/Mould propping shall be strong, rigid, and sturdy. The form work/Mouldshall be as per pattern &

design shown indrawings. Form work/Mould shall be done accurately and precisely so as to achieve neat, clean and

smooth concrete surface, inline, level and plumb. Clinks, twists, offsets, warps, riveting etc. in plates or forms shall

not be allowed. Before placing concrete,forms shall be thoroughly cleaned off of all rust, dust, and loose materials.

Colourless oil or grease of approved quality shall

beappliedbeforeplacingsteel.Alsotheformworkmaterialwillbeofwood/plywood/steeloranysortofsuchmaterial,as

Signature of Bidder Page 38 of

approvedbytheEngineer-in-Chargeand/orhisauthorizedrepresentative;sothatallexposedconcretesurfaceshave

Forallkindofexposedconcreteworkonlyonebrand(tobeapprovedbytheEngineer-incharge)ofcementshallbeused.

RemovalofMoulds:

Specific time shall be identified for removal of moulds, such that the concrete of the precast blocks shall gain

strength towithstand the stresses generated due to self weight and handling to drying yards without any deformation

to shape/ dimensions/edges.

Sufficienttimeshallbegiventotheblockafteritisremovedfromthemouldsothatitcangainstrengthanddryinshade toprevent

anycracksdue to shrinkage. Thisshall be doneindryingyards.

Curingofblockshallbedoneonlyincuringpondandcuringshallbedoneforminimum14days.

Drying period after removing from pond & before delivery to site:Water should be drained of from the block before it

is actuallysent to the site. Time should be provided for proper draining of water which may be present in the block

kept for curingin thepond.

Precautionshallbetakenwhiletransportingoftheblocksto site.

Theblocksshouldbeloadedandunloadedwithduecaresoastoavoidgenerationofstressesleadingtobreakingofblock.Caresh

ould be taken toprevent the block from breakingduring transporting.

The pits of the size 150mm in width and required depth shall first be excavated, true to line and level. The relevant

specificationsofitem A- 1 shall be followed for excavation work. Thepits shall be filled with a layer of50mm. thick sand

bedding. The curbsthen shall be placed in position of which 50mm. shall be below road. Care should be taken to

maintain proper lineand level.Thejointsbetween thekerbsshallbepointed withC.M.1:2and

curedforminimumsevendays.

Samplingandtestingofconcrete:

Samples from fresh concrete shall be taken as per IS : 1199-1959 and cubes shall be made, curedand tested at 7 days

or 28daysas per requirements in accordance with IS : 516-1959. A random sampling procedure shall be adopted to

ensure that eachconcrete batch shall have a reasonable chance of being tested i.e. the sampling should be spread

over the entire period ofconcretingandcoverallmixing units.

Signature of Bidder Page 39 of

At least 1 sample shall be taken from each shift. Ten test specimens shall be made from each sample, 5 for testing at

7 days, andthe remaining 5 at 28 days. The samples of concrete shall be taken on each day of the concreting as per

above frequency. Thenumber of specimens may be suitably increased as deemed necessary by the Engineer-in-

charge when procedure of tests givenaboverevealsapoorqualityofconcreteand inother

specialcases.Theaveragestrength ofthe group of cubescastfor each dayshall not be less than the specified cube

strength of 200 Kg/cm2 at 28 days. 20% of the cubes cast for each day may have valueless than the specified strength

provided the lowest value is not less than 85% of the specified strength. If the concrete made inaccordance with the

proportions given for a particular grade, does not yield the specified strength, such concrete shall beclassified as

belonging to the appropriate lower grade. Concrete made in accordance with the proportions given for a

particulargrade shall not,however,be placedinahighergrade onthe ground thatthe teststrengthare higherthanthe

minimumspecified. If rock pockets/honeycombs in the opinion of Engineer-in-charge are of such an extent or

character so as to affect thestrength of the structure,materially or toendanger the life of the steel reinforcement, he

may declare the concrete defectiveand requirethe removalandreplacement oftheportionofthe structureaffected.

PrecastKerbStones:

Signature of Bidder Page 40 of

The relevant specifications of concreting as per item above shall be followed except that work shall be carried out for

precastconcrete kerb stones as specified in the item. All Precast members shall be cast at workshop. Sufficient curing

shall be donebefore placement of the samethe method of transporting and placing the precast members shall be as

approved by theEngineer-in-charge. Members shall be so transported that no breakage or undue stresses are

induced in them. If required, allmembers shall have a key provided on both the faces i.e top and bottom surfaces, of

adequate size so as to fill the same withconcrete while laying. The function of this key is to avoid the leakage through

the joint between the precast member and thememberonwhichit islaid.

ModeofMeasurementsandPayment:

Therateshallincludecostofformworkandcostofreinforcement.Thevolumeoccupiedbyreinforcementshallnot

bedeductedfromR.C.C.work.

Therateshallbeforaunitof Rmt.

Supplying and fixingof 300 mm-L x 150 mm-Bx 380 mm-H Kerb block for Footpath in M-20 grade using20 mm nominalsizeblack

trapaggregateofSevaliya/Timbaorequivalent qualityforpre-castblocks,reasonablyexposedfinish/ formwork ,mould with well

equipped with vibratory system forkerbstonesofapproveddesignincludingcuring,etc. complete, including thecost of formwork etc.

complete.The rate shall also include necessary cutting of asphalt, fixing the Kerb stones in line and level on5 cm thick sand bedding

with necessaryequipmentsandmaterials.Therateshallalso includetheflushpointinginCM

(1:3)foralljointsofthekerbstones.Fillingofzarialonethesidesofthekerbstone fixedwithBituminousconcrete mixedinproperpositionas

directed by Engineer in change to form a portable mixture.In any case Gravel or such type of materials shall not be allowed for

production. a) Laying on 5 cm thick Sand Bedding .

SpecificationasperItemNo.5onlysizeofkerbasmentionedinAbstract.

ThemodeofpaymentforthisitemshallbeonRmt.Basis.

PrecastconcretekerbProvidingandfixingM25Gradeof concreteprecastexposed/Fairfinish/texturefinishkerb

stonesofapprovedmakeasperapprovedsampleofanysizeand anytype.Kerbsshall befixedonthefoundation prepared asper

approveddesign.Therateshallalsoincludeforerectingandfixingthepiecesinpositionforcompletekerbsystemwithchamfered

typeofkerbsincludingnecessaryaccessoriesof kerb like radius kerb, angles and quadrant kerbs, droplet kerbs etc.complete

asperdrawing.Kerbshallbefixedaspaper jointwithoutanyjointingmaterial.Howevercementmortarshallbeprovided atthe backside

ofkerbstonejoint.(Samplemustbeapproved)Costofexcavation,cutting,base,side fillingshallincludesas directed engineer - incharge

in above item descriptionasperBOQ(a)450hightx600x150mm high median kerb.

Signature of Bidder Page 41 of

ThemodeofpaymentforthisitemshallbeonRmt.Basis.

PrecastconcretekerbProvidingandfixingM25Gradeof concreteprecastexposed/Fairfinish/texturefinishkerbstonesof

approvedmakeasperapprovedsample ofanysize and any type.Kerbsshallbe fixedonthe foundationpreparedasper approveddesign.

The rateshallalso includefor erectingand fixingthepiecesin positionfor completekerb system with chamfered

typeofkerbsincludingnecessaryaccessoriesof kerblikeradiuskerbs,anglesandquadrantkerbs,droplet kerbsetc.

completeasperdrawing.Kerbshallbefixedas paperjointwithoutanyjointingmaterial.Howevercement mortarshall be providedat

thebackside ofkerbstonejoint. (Sample must be approved) Cost of excavation, cutting, base , sidefillingshall

includesasdirectedengineer-inchargein above item description as per BOQ (b) 380 x 600 x 150 mm high Footpath kerb.

ThemodeofpaymentforthisitemshallbeonRmt.Basis.

Signature of Bidder Page 42 of

Providing&layingMountabletypeCentral Vergeincluding casting of Kerb of size 15.00 x 32.50 Cm by mechanical Kerb

casting machineryandoilpaintcolourtoCenterverge

(Kerb)byYellow/whiteandBlackpatta(ThreeCoat)onecoatofpriming&two coatofoilPaintincludingcostofmaterial

requiredforpaintandalllabourworketccompleteasper direction,detailed drawingandinstructionofengineer

incharge.(IncludingEpoxyPiantofApprovedQuality)

ThemodeofpaymentforthisitemshallbeonRmt.Basis.

Supplyingandfixingforcentralverge230mmLx235mmWidthx680mmHSupplying&FixinginM-20gradeusing20

mmnominalsizeblacktrapaggregateofsevaliya/timbaorequivalentqualityforpre-

castblocks,reasonablyexposedfinish/formwork,mouldwithwellequippedwithvibratorysystemforkerbstonesofapproveddesigni

ncludingcuring,etc.complete,includingthecostofformworketc.complete.THerateshallalsoincludenecessarycuttingof

asphalt,fixingthe kerb stones in line and level on 5 cm thick sand bedding with necessary equipments and materials.The rate

shallalsoincludetheflushpointinginCM(1:3)foralljointsof thekerbstones.Filling of Zarialone thesidesof thekerbstone fixed

withbituminous concrete mixed in proper position as directed by engineer in charge to form a portable mixture.In anycase

gravelor suchtypeof materials shallnotbe allowedforproduction.

Workshallbecarriedoutasperitemdescriptionincludingcostofalllabourandmaterialsetc.completeasdirected.Generalstanda

rd practice ofwork isapplicable.

ThemeasurementsshallbeonRmtbasis.

Signature of Bidder Page 43 of

Providingand Laying ofRubber Moulded Paver BlockGrey/Coloured60mmthick,M-35 Gradeofanysize; shape(UsuallyUni- Paver

Blocks) using black trap good quality aggragate of 20 mm nominal size for footpath, parking areas, service lanes andother

areas as mentioned in the drawing / instruction of Engineer-in-Charge and/or his authorized representative. Costincludes

formworks using rubber mould, Rate providing and laying paver blocks as per required grading and specification. Thepaver

block shall be mechanically compacted. The work of paving blocks shall be executed in line and level by skill mason offlooring

work only. It should be laid in such a way that the no cutting of the paver block to be necessary. if cutting of paverblock

necessary then it should be cut by machine only and carting. The finished surface of the paver block shall have resonablygood,

plain finished. Paver blocks shall be compacted and shall be relaid if necessary. Gravel or such type of materials shall notbe

allowedfor production.Layingon50mmthick sandbedding.

• Layingon50mmthicksandbedding.

Excavation and compaction up to 300 mm in height for footpath paving in all sorts of soil murrum includingsorting

outsandstackingofusefulmaterialsstuffupto 50mt.

The scope of work includes manufacturing, supplying, and lying of precast paver blocks at various Retail outlets. The

workincludes: Verification of the existing site condition and advising our project in charge to lay suitable base course

if required.Contractorsarerequiredtosatisfythemselveswithqualityofsubgrade,sub-

basecoursebeforethepaverblocksare

Signature of Bidder Page 44 of

laidandsuggeststrengtheningifrequired.

Clearing the site by removing all obstacles such as stones, debris etc. for laying of paver blocks. Manufacturing of

paver blocks inyour plant as per requirements in technical specification enclosed. Supplying of paver blocks at site,

including handling at bothends.

Laying of paver blocks at site as per requirement in technical specification on 50 mm thick sand bedding, within

shortest possibletime the site is public placehence care should be taken to ensure that theroutineactivities should

not be disturbed. The job oflayingmayrequired tobe carried outduringnightalso.

TestingofpaverblocksshallthroughreputedGovt./NonGovt.Testhouseonlyandsubmissionoftestresultsasperrequirements

Technical Specifications. AMC reserves the right to carryout test at random. Cost for such tests to be borne byparty.

The contractor shallguaranteethatallmaterialand componentsdesigned, fabricated, supplied, and

laidbyhimshallbefreefromany type of defect due to faulty material and/or workmanship/erection for a period of One

year from the date ofcompletion ofwork.However,thecontractorone year'sshallrender freemaintenance.

TECHNICALSPECIFICATIONS:

PaverBlockManufacturingFacilities:

ThePaverBlock shallbemadeinfactorywithfollowingminimumfacilities:

ConcreteBlockmakingMachines:

The machine shouldbe capable of producinghighqualityPaverBlocks byobtaininghighlevelof

compactionbyapplication of hydraulic compaction and also by high intensity vibration to the moulds. The

machine should haveautomaticcontrol panel

foruniformityinstrength.

ConcreteBatching&MixingPlant:(Notessential)

TheconcreteMixDesignshouldbefollowedforeachbatchofmaterials.Theconcreteingredientshouldbemixed

inconcreteBatching&Mixingplantwithminimumcapacityof30cum/hour.Theplantshouldequippedwith

automaticcontrolpanelformaintainingwatercementratiofrombatchtobatchtoobtainconcreteofuniformquality

andstrength.Theplantshouldbeequippedwithadequatemechanismformechanizedloadingofrawmaterialsintomixer

andconveyorbeltfortransportationofconcretefrommixertoconcreteblockmakingmachinetomaintainqualityofwetc

Thefactoryshouldhavewelldesignedcuringareatoensureadequatecuringofpaverblocks.

Laboratory(Desirablebutnotessential):

Signature of Bidder Page 45 of

ThetestingequipmentshouldhaverequiredintheLaboratoryasperthe

following:ACompression testingmachineofadequate capacity.

Othertoolsandequipmentfortestingrawmaterialsandpaverblocks.

Systematic record of test results of various paver blocks manufactured in the

factory.ConcreteMixDesignfor

variousgradeofconcreteusedformakingofpaverblocks.

SpecificationsForColouredPaverBlocks:

Colouredconcretepaverblocksshallbemanufacturedasperattachedspecificationsusingorequivalentapprovedcol

ourPigmentof“BAYER”Make“BAYFERROXIRONOXIDEPIGMENTS”withminimumcolourpigmentof3%byweightofce

ment.Thecolourshadeshallbe“RED”asselectedbyAMCbeforecommencementofthework.Whitecement

shallbeusedforcoloredpaverstoobtainthedesiredcolourshade.Thejobalsoincludesproviding50mmthicksand

beddingto matchthe shadeofthe paverblock.

Thecolourofthepaverblockshallbeguaranteedagainstfadingofcolourforperiodof12monthsfromthedateoflayingof

the sameatsite.

Allothertechnicalspecifications&Procedurefortesting,laying&samplingofcolouredpaverswillbeasperattachment.

PaversBlockCharacteristics:

Theconcretepaversshouldhaveperpendicularitiesafterreleasefromthemouldandthesameshouldberetained

Signature of Bidder Page 46 of

untilthe laying. The surface should be reasonably smooth and of anti skid and anti glare type. The paver

should have uniformchamfers to facilitate easy drainage surface run off. The pavers should have uniform

interlocking space of 2mm to 3mmto ensure compacted sand filling after vibration on the paver Surface. The

concrete mix design should be followed foreach batch of materials separately and automatic batching plant is

to be used to achieve uniformity in strength andquality.The pavers shall be manufactured in single layer only.

Skilled labour should be employed for laying blocks toensureline and level of laying, desired shape of the

surface and adequate compaction of thesand in the joints. Thepavers shall be of cement gray colour without

any pigment & for coloured pavers refer “specifications for

colouredpave`”Thepaversaretobeskirtedallroundwith kerbingusingsolidconcreteblocksof

size150mmX250mmX 380mm.Thekerbing shouldbeembedded for 100mm depth.The concreteused for

kerbingshall becuredproperly for 7 daysminimum.

PaverBlockDimensions:

Shape Unipaver,IshapeordirectedbyAddl.C.E.

Chamfer 4mmto6mmalongtopedges

Colour Naturalcementgreycolourwithoutuseofanypigment.

Forcolouredpaversrefer“specificationsforcolouredpavers”

DimensionalTolerance (+/-

)2mmforlength&width,(+/

)3mmforHeight(Thicknes

TestingofPaverBlocks:

SR.N *TEST AverageValues Frequency

1. CompressiveStrength Min.35N/Sqmmfor60m 250Smt/1Test

2. FlexuralStrength Minimum4.5N/Sqmm

3. AbrasionResistance Maximum1.5

4. WaterAbsorption Maximum5.80%

*Samplingandtestingprocedureasperenclosedspecifications

SamplingandTestingProcedureforPaverBlocks

Signature of Bidder Page 47 of

INTERNAL–Averageofminimum3samplesper5000Blocks.

SamplingforTesting

SamplingofPaverblocks.

Methodofsampling:

Beforelayingpaverblocks,eachdesignatedsectioncomprisingnotmorethan50000blocks,shallbedividedinto

tenapproximately equalgroups. Threeblocksshallbe drawnfrom each group.

Markingandidentification:

Allsamplesshallbeclearlymarkedatthetimeofsamplinginsuchawaythatthedesignatedsectionofpartthereof,andtheconsignm

entrepresentedbythesample,areclearlydefined.

The sample shall be dispatched to the approved test laboratory taking precaution to avoid damageto the paving

intransit. Protect the paving from damage and contamination until they have been tested. The testing shall be carried

assoon as possible, after the sample has been taken. As soon as practicable after sampling. The samples shall be

stored inwaterat20degreeC5 degreeC for24 hourspriortotesting.

The item is to be executed as per instructions and to the entire satisfaction of Engineer-in-Charge and/or his

authorizedrepresentativeusingRubbermouldandTablevibratorforKerb instead ofmechanicalpresssystem.

Extra rate for excavation of asphalt payment of anythickness 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 asdirected by the Engineer-in-Chargeand/or hisauthorizedrepresentative.

Signature of Bidder Page 48 of

Excavationareashallbeproperlyidentifiedandmarkedinrectangularshape.Theroadcrustshallbeopeneduptoentiredepth

i.e.including soling. All thematerials shall be separately deposited in such a way and inplaces as may bedetermined by

theEngineer-in-Charge and/or his authorized representative. In case rubble not being so deposited orbeing mixed up

with the excavated materials willnot be allowed for refilling. The cost of materials shall be charged

fromthecontractor.The decision oftheC.E.shall befinal and bindingtothecontract

For detailed specification for Laying of Paver Block on sand bedding, refer R & B Department booklet for

GeneralTechnicalSpecificationforbuilding works.

TherateshallbeforaunitofSMT

Providingandlayingofinterlockinggreypaverblocksofhighdensity80mmthickmadefromM-

40gradeconcreteusing6mmto20mmmachinecrushedwellgradedstoneaggregate,sandofapprovedquality,OPC53gradecementwith

contractor'sownconcretemixdesignasapprovedby AMC, for parking, road. Cost Includes formwork, using rubber/FRP

mould,layingpaverblockasperrequiredgradingandspecificationlaidpaverblockshallbemechanicallycompacted.Theworkof the

paving blocks shall be executed inlineandlevelbyskilledmasonofflooringworkonly.It should be laid in such away that the no

cutting of the paver block to be necessary. Cutting of paver block by machine cut only and carting to be

done.TheFinishedsurfaceofthePaverBlockshallhavereasonablygoodplainfinish.Paverblocksshallbe compactedand shallbere-

laidifnecessary.Gravelorsuchtypeofmaterialsshallnotbeallowedforproduction.Layingon5Cmsthicksandbedding.

TherateshallbeforaunitofSMT

PaverBlockProvidingandlayingshotblastedNon- interlocking,Paverblocksofspecifiedthickness, size,grade

ofconcreteandcolourmachinemadeandblastingby

automaticshotblastingmachineandhighdensityofasperapprovedsampleofapprovedmakeforfootpath,parkingareas,servicelanes,c

rossoverandotherareasasmentionedinthedrawing.Includingprovidingandlaying50mmthickaveravebeddinglayerofcoarsesandbel

owpaverblockasperrequiredgradingandspecification.Laidpaverblockshallbemechanicallycompacted.Theworkofthepavingblockss

hallbeexecutedinlineandlevelbyskilledmasonofflooringworkonly.Smallsizeofpaverblockwithsamespecificationshallbeusedatresi

dueor at end. It should be laid in such awaythat theno cutting ofthe paver blockto be necessary. If cuttingof paver block

shallberequired , than cut by machine onlyandlayingtobedonebyskilledflooringmason.The

Signature of Bidder Page 49 of

finishedsurfaceofthepaverblockshallhavecoarsesandTextureFinish.Paveblocksshallbecompactedandshallbere-

laidifnecessary.Actuallaidareashallbemeasuredand

paidwithoutanywastage.(A)60mmthickM-35gradeGrey

TherateshallbeforaunitofSMT

ProvidingandlayingshotblastedNon-

interlocking,Paverblocksofspecifiedthickness,size,gradeofconcreteandcolourmachinemadeandblastingbyautomaticshotblasti

ngmachineandhighdensityofasperapprovedsampleof

approvedmakeforfootpath,parkingareas,servicelanes,crossoverandotherareasasmentionedinthedrawing.Includingprovidingand

Signature of Bidder Page 50 of

laying 50 mm thick averave bedding layer of coarse sand below paver block as per required grading and specification.

Laidpaver block shall be mechanically compacted. The work of the paving blocks shall be executed in line and level by

skilledmason of flooring work only. Small size of paver block with same specification shall be used at residue or at end. It

should belaidinsuchawaythatthenocuttingofthepaverblocktobenecessary.Ifcuttingofpaverblockshallberequired,thancutby

machine only and layingto be done by skilled flooring mason. Thefinished surface of the paver blockshall have coarsesand

Texture Finish. Pave blocks shall be compacted and shall be re-laid if necessary. Actual laid area shall be measured andpaid

without anywastage. (A) 80mmthickM-35grade Grey Paver block ofsize200mmx200mm.

Thescopeofwork:ItincludessupplyingandlayingofPrecastshotblastedbyautomaticshotblasting

machineinfactory(noton site)paver blocksatfootpath, parking area, servicelaneand other areas.

Theworkincludes:

Paverblock shouldbelaidoverpreparedsubgrade.

Clearingthesitebyremovingallobstaclessuchasstones,debrisetc.forlayingofpaverblocks.

Manufacturingofpaverblocksbyoneoftheapprovedsuppliersasperrequirementsintechnicalspecificationenclosed.

Supplyingofpaverblocksatsite,includinghandlingatbothends.Thetypeofpaverblockmaybeinterlockingornon-

Providingandlayingaverage50mmcoarsesandbeddingforlayingblocks.

Layingofpaverblocksatsiteasperrequirementintechnicalspecification,withinshortestpossibletime.

TestingofpaverblocksthroughreputedGovt./NonGovt.Testhouseandsubmissionoftestresultsasper

inTechnicalSpecifications.Clientreservestherighttocarryouttestatrandom.Costforsuchteststobebornebycontract

The contractor shall guarantee that all material and components designed, fabricated, supplied and laid

freefromanytypeofdefectduetofaultymaterialand/orworkmanship/erectionforaperiodoffiveyearfromthedateof

comp letionofwork atindividualsites.However,thecontractorforfiveyearsshallrenderfree maintenance.

TechnicalSpecifications:

PaverBlockManufacturingFacilities:

ThePaverBlock shallbemadeinfactorywithfollowingminimumfacilities:

ConcreteBlockmakingMachines:

The machine should be capable of producing high quality Paver Blocks by obtaining high level of compaction by

application ofhydraulic compaction and also by high intensityvibration to the moulds. The machine should have

automatic control panel foruniformity instrength.

Concrete Batching & Mixing Plant: (Not essential) The concrete Mix Design should be followed for each batch of

materials. Theconcrete ingredient should be mixed in concrete Batching & Mixing plant with minimum capacity of

Signature of Bidder Page 51 of

plantshouldbeequippedwithautomaticcontrolpanelformaintainingwatercementratiofrombatchtobatchtoobtainconcre

te ofuniformqualityandstrength.

The plant should be equipped with adequate mechanism for mechanized loading of raw materials into mixer and

conveyor beltfortransportation ofconcretefrommixertoconcreteblockmakingmachineto maintainquality ofwet

Thefactoryshouldhavewelldesignedcuringareatoensureadequatecuringofpaverblocks.Steamcuringfacilityofthepaverbloc

ksispreferable.

Laboratory(Desirablebutnotessential):

Thefactoryshouldhavethefollowing:

Compressiontestingmachineofadequatecapacity.

Othertoolsandequipmentfortestingrawmaterialsandpaverblocks.

(1) Systematicrecordoftestresultsofvariouspaverblocksmanufacturedinthefactory.

(2) ConcreteMixDesignforvariousgradeofconcreteusedformakingofpaverblocks.

SpecificationsforColouredPaverBlocks:

ColourconcretepaverblocksshallbemanufacturedasperattachedspecificationsusingapprovedcolourPigmentofironoxideof

approvedbrandlikeBayer,Tataetc.withminimumcolourpigmentof3%byweightofcement.Thecolourshadeshallbe

asselected by Architect before commencement of the work. The job also includes providing 50 mm thick sand

bedding to match theshadeofthe paverblock.

Thecolourofthepaverblockshallbeguaranteedagainstfadingofcolourforperiodof12monthsfromthedateoflayingof

Allothertechnicalspecifications&Procedurefortesting,laying&samplingofColorpaverswillbeasperattachment.

Signature of Bidder Page 52 of

PaverBlockCharacteristics:

Theconcretepaversshouldhaveperpendicularitiesafterreleasefromthemouldandthesameshouldberetaineduntilthelaying.

Thesurfaceshouldbereasonablysmoothandofantiskidandantiglaretype.Thepavershouldhaveuniformchamferstofacilitate

easydrainage surfacerunoff.

Thepaversshouldhaveuniform interlockingspaceof2mmto3mmtoensurecompactedsandfillingafter

vibrationonthepaverSurface.

Theconcretemixdesignshouldbefollowedforeachbatchofmaterialsseparatelyandautomaticbatchingplantistobeusedtoachiev

eunifor mityin strengthandquality.

Thepavers shallbemanufacturedinDoublelayeronly.

Skilledlabourshouldbeemployedforlayingblockstoensurelineandleveloflaying,desiredshapeofthesurfaceandadequateco

mpaction ofthe sand inthejoints.

PaverBlockDimensions:

Doublelayered,toplayerminimum8to10

Irregular(UniformShapewithnoHollowOrCracks)/asperdrawing

Cham fer 4mmto6mmalong top edges

Colour NaturalcementgreyColour

withoutuseofanypigment.ForColourpaversrefer“spe

cifica tionsforColourpavers”

Dimensional (+/-) 2mm for length &

width,Tolerance(+/-

)3mmforHeight(Thickness)

TestingofPaverBlocks:

* Samplingandtestingprocedureasperenclosedspecifications

Sampling&TestingProceduresforPaverBlocks:

INTERNAL–Averageofminimum3samplesper 10000Blocksforcompressivestrengthandwater

absorption.EXTERNAL –Minimum 2Blocksper10000 blocksfor abrasion and flexure.

SamplingForTesting:SamplingfortestingofpaverblocksshallbedoneinaccordancewithAppend

CompressiveStrength:TestingforcompressivestrengthshallbeundertakeninaccordancewithAp

Signature of Bidder Page 53 of

pendix- B.Theaveragecompressivestrength oftheblockstested shall be30/40 N/Sq.mmasper

AbrasionResistance:TestingforabrasionshallbeinaccordancewithIS1237(SpecificationsforCementConcreteFloorTiles).

FlexuralStrength:Testingfor flexuralshallbeinaccordancewithIS1237(SpecificationsforCementConcreteFloorTiles).

WaterAbsorption:TestingforwaterabsorptionshallbeinaccordancewithIS2185:1979:PartI(SpecificationsforConcreteMasonry

Method of sampling: Before laying paver blocks, each designated section comprising not more than 10000 blocks,

shallbedivided into five approximately equal groups. One block shall be drawn from each group i.e. 3 for internal

testing and 2 forexternaltesting.

Marking andidentification:All samplesshall beclearlymarkedat thetime of sampling insucha waythat

thedesignatedsections of part thereof, and the consignment represented by the sample, are clearly defined.The

sample shall be dispatched totheapproved test laboratory taking precaution to avoid damage to the paving in transit.

Protect the paving from damage andcontamination until they have been tested. The testing shall be carried as soon

as possible, after the sample has been taken. Assoonaspracticableaftersampling.Thesamplesshallbestored inwaterat

20degreeoCfor24hourspriorto testing.

SR.NO. *TEST SPECIFICATIONAverageValues

(AverageofMinimumFiveSamples/Site)

1. CompressiveStrength Min.30N/Sq.mmfor60mmthickandMin.40N/Sq.mm

Signature of Bidder Page 54 of

2. FlexuralStrength Minimum3.80N/Sq.mmand4.5N/Sq.mmfor60and80

mmthickpaverblockrespectively.

3. AbrasionResistance Maximum1.5

4. WaterAbsorption Maximum5.80%

5. MinimumCementContent 380Kg/CumforM30concreteand430Kg/CumforM40concrete

Sampling&TestingProceduresforPaverBlocks:

INTERNAL–Averageofminimum3samplesper 10000Blocksforcompressivestrengthandwater

absorption.EXTERNAL –Minimum 2Blocksper10000 blocksfor abrasion and flexure.

SamplingForTesting:SamplingfortestingofpaverblocksshallbedoneinaccordancewithAppend

CompressiveStrength:TestingforcompressivestrengthshallbeundertakeninaccordancewithAp

pendix- B.Theaveragecompressivestrength oftheblockstested shall be30/40 N/Sq.mmasper

AbrasionResistance:TestingforabrasionshallbeinaccordancewithIS1237(SpecificationsforCementConcreteFloorTiles).

FlexuralStrength:TestingforflexuralshallbeinaccordancewithIS1237(SpecificationsforCementConcreteFloorTiles).

WaterAbsorption:TestingforwaterabsorptionshallbeinaccordancewithIS2185:1979:PartI(SpecificationsforConcreteMasonry

Method of sampling: Before laying paver blocks, each designated section comprising not more than 10000 blocks,

shallbedivided into five approximately equal groups. One block shall be drawn from each group i.e. 3 for internal

testing and 2 forexternaltesting.

Markingandidentification:Allsamplesshallbeclearlymarkedatthetimeofsamplinginsuchawaythatthedesignatedsection

sofpart thereof, andtheconsignment representedbythesample, areclearlydefined.

The sample shall be dispatched to the approved test laboratory taking precaution to avoid damage to the paving

intransit.Protect the paving from damage and contamination until they have been tested. The testing shall be carried

possible,afterthesamplehasbeentaken.Assoonaspracticableaftersampling.Thesamplesshallbestoredinwaterat20degreeC

5degre eC for 24hoursprior totesting.

TestForCompressiveStrength:

TestingMachine:Thetestingmachineshallbeofsuitablecapacityforthetestandcapableofapplyingtheloadofthe

ratespecified.It shallcomply, asregardsrepeatabilityand accuracy,with therequirementsofclause2.1ofBS:1881-Part4.

Signature of Bidder Page 55 of

Procedure: The sample specimen shall be tested in a wet condition after being stored for at least 24 hours in water

maintained atatemperatureof20 C+or–5 C.Beforethespecimensaresubmergedinwater,thenecessaryareashallbedetermined.

Theplatesfortestingmachinesshallbewipedcleanandanyloosegritorothermaterialremovedfromthecontactfacesof

thespecimen. Plywood, nominally 4 mm thick shall be used as packing between the upper and lower faces of the

specimen and themachineplatesand theseboardsshallbelargerthanthespecimen by the margin ofat least5mm

atallpoints.FreshPackingshallbeusedforevery specimentested.

Thespecimenshallbeplacedinthemachinewiththewearingsurfaceinthehorizontalplaneandinsuchawaythattheaxesofthespeci

menare alignedwiththose ofthemachine plates.

Theloadshallbeappliedwithoutshockandincreasedcontinuouslyattherateofapproximately15N/Sq.mmperminuteuntilno

greaterload can be sustained.Themaximumload appliedto thespecimen shallbe recorded.

CalculationofcorrectedstrengthforindividualBlocks:Thecompressivestrengthofeachblockspecimenshallbecalculatedbydividingthemaxi

mumloadby fullcrosssection area oftheblock andmultiplyingwith anappropriatefactorof:-

a) For100mmthickblocks–1.24

b) For80mmthickblocks–1.18

c) For60mmthickblocks –1.06

CompressiveStrengthCalculation:Theaveragecorrectedcompressivestrengthforthedesignedblocksectionshallbecalculated.

4.0Methodoflaying:

Blocksshallbeplacedonthesandbeddingetc.whichwerewellrammedsoastoactasfirmbed.Blocksshallbelaidinsuchmannerthatnogapshall

beleftinbetween.Blockssolaidshallbecompactedbymeansofmechanicalcompactororequivalent

Signature of Bidder Page 56 of

compacting method so as to obtain required finished surface. All the joints shall be matched and if any

manufacturing defect

isdetectedthelotshallbereplacedandrelayingshallbedonewithoutanyextracostuptosatisfactionofEngineerincharge.

50 to 80mm thick coarse sand shall be laid as cushioning layer for arranging the paver blocks. Joints of the paver

blocks shall befilled withthe sand.

The paver blocks shall be laid properly on the prepared sub-base as per manufacturer's specification and as per

Architect andEngineer-in-charge'sinstruction.

Paver block shall be laid by the approved agency only. If manufacturer of the paver block providing the laying

services, thenitshall be laid through the supplying agency only. The labourers for paver block fixing shall be skilled

flooring mason only. Onlycutting tool shall be used for cutting the paver block. Full depth cutting toll shall be used for

proper finished surface after cutting.Manualcutting orbreaking ofthe paver block isnot permitted.

After laying of the paver block fine sand shall be spread over it and paver block shall be compacted with mechanical

compactor.Any settlement or undulationinthelaid areashallbe repaired immediately.

ModeofMeasurementand payment:

Measurementshallbedoneasperactualarealaidwithoutconsideringanywastage.

TheMeasurementoftheitem shallbeinSqmtbasis.

Labour work of fixing kurb any design of central verge, (both side) footpath kurb, items includes necessary excavation,

asphaltcutting of any thickness, erecting in line and position and pointing with cement mortar (1:3), watering, etc complete,

fillingwithzarialongthesideofthekurb,thekurbstonefixpreparedwithbitumnioustopsurface,asdirectedbyengineerincharge.

Work shall be carried out as per item description including cost of all labour and materials etc. complete as

directed.General standardpracticeof layingof paverblockis applicable.

ThemeasurementsshallbeonRMTbasis.

Signature of Bidder Page 57 of

Providingandlayingcementconcrete1:5:10(1-Cement:5-finesand:10-gradedbrickbataggregates40mmnominal size)and

curingcomplete.

Beforestartingtheconcretethebedofthefoundationstrenchesshallbeclearedofallloosematerialsandwateredand

rammedasdirected.The proportion ofcement,sand andhand brokenstone aggregatesshallbe one part ofcement,5partsof

coarsesand,10partsofhandbrokenstoneaggregatesandshallsomeasuredbyvolume.Theconcreteshallbemixedina

mechanicalmixer at thesite of work. Handmixing may however be allowedforsmaller quantity of work if approved by

theEngineer-incharge.WhenhandmixingispermittedbytheEngineer-

inchargeincaseofbreakdownofmachinery’sandintheinterestofthework.itshallbecarriedoutonawatertightplatformandcare

shallbetakentoensurethatmixingiscontinueduntilthemassisuniformincolourandconsistency.Thequantityofwater shallbe

sufficient to producea dense concrete of requiredworkability for the purpose.The concrete shallbe handled from the place of

mixing tothe final positioninnot more than 15minutes by the methodas directedand shall beplaced intoits final

position,compactedandfinishedwithin 30minutesofmixingwith water i.e. beforethesettingcommences.Theconcreteshall be laid

in layers of 15 cms. to 20 cms. The concrete shall berammed with heavy iron rammers and rapidly to get the required

compactionand to allow allthegapsto be filled with mortar.After the finalset,the concrete shallbe kept continuouslywet, if

required by pounding for a periodof notless than7 days fromthe date of placement Theconcrete shall be measuredforits length

breadth and depth, limiting dimensions to those specified onplan or asdirected.

Signature of Bidder Page 58 of

ModeofmeasurementsshallbeonCMTbasis

ProvidingTMTBarFE500DreinforcementforR.C.C.Workincludingbending,bindingandplacinginpositioncompleteuptofloortwolevel.

ForrelevantSpecificationofItemasperitemdescription&instructionofEngineer-in-Chargeand/orhisauthorizedrepresentative.

Modeofmeasurementsshall beonKgbasis.

ProvidingandCastinginsituordinarycementconcreteM200forR.C.C.Raftandcuttoffwallsincludingnecessaryshutteringlaying,

vibrating,ramming andcuring complete.(B)Walls, fomtopof foundationlevel uptofloortwolevel(upto10ton).

ForrelevantSpecificationofItemasperitemdescription&instructionofEngineer-in-Chargeand/orhisauthorizedrepresentative.

Modeofmeasurementsshall beonCMTbasis.

Providingandsetting50to60mm thickrougekotahstone watertable inline,leveland inrequiredgradient including25mm

thickbeddcinginC.M.1:6(1Partofcement:6Partofcoarsesand)with sufficientramming consolidation.

ProvidingjointsinC.M.1:3(1Partofcement:3Partcoarsesand)andsmoothpointinginC.M.1:1(1PartofCement,1Partofcoarsesand)incl

udingwateringetc.completeandasperdetailsintenderspecification&asdirectedbyengineer incharge.

Size:2'0"x1'0"(600mm×300mm)

Size:1'x1'(40to50mmthick)

ModeofmeasurementsshallbeonRMTbasis.

Signature of Bidder Page 59 of

LabourworkforfixinganykindofpavingwithcementpointinginCM1:2,includingwatering,rammingetccomp.asdirected

LayingonSandbeddingasperrequirementtofixtheC.C.Block/NibhadaStoneinLine&Level.

ModeofmeasurementsshallbeonSMTbasis.

ForWaterTable&KerbonSandbeddingasperrequirementtofixtheC.C.Block/NibhadaStoneinLine&Level.

ModeofmeasurementsshallbeonRMTbasis.

Signature of Bidder Page 60 of

ConstructionofRCCnosingincentralvergeusingM-

200gradecementconcrete.Theitemincludescostofcentering&shuttering,reinforcement,bothsidecementplasterinC:M1:3mortar

&curingetc.complete.Halfroundportionofthe nosing shall be made by using mild steel.

ModeofmeasurementsshallbeonNO.basis.

Providingand layingin positionReadyMixedM-200 gradeconcreteforreinforced cementconcterework,usingcementcontentasper

approved DesignMixmanufactured in fullyautomaticbatchingplant and transportedtositeofworkintransit mixer foralead up to

10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced

cementconcreteworkincludingpumpingofR.M.C.fromtransitmixertositeoflaying,excludingthecostofcenteringshutteringfinishinga

nd reinforcement including cost of admixtures in recommended proportions as per IS:9103 to accelerate/ retard setting

ofconcrete, improve work ability without impairing strength and durability as per direction of theEngineer-in-charge. Without

FlyAsh (Min cement level asper latest IS456 shall be maintained) (Cement level 400 kg )

ModeofmeasurementsshallbeonCMT.basis.

Provdg.Formworkofordinarytimberplankingsoastogivearoughfinishincl.centering,shuttering,struttingandproppingetc.heightofpr

oppingandcenteringbelowsupportingfloortoceilingnotexceeding4M&removalofthesameforinsitureinforcedconcrete and plain

concrete work in

ModeofmeasurementsshallbeonSMT.basis.

P/A Trimix with dewatering machine and floater machine on constructed RCCwork incl.cost of machine and labouretc comp

ModeofmeasurementsshallbeonSMT.basis.

Signature of Bidder Page 61 of

Making 15 mm groove in RCC work on road and filling it with polysulfied selant and finished it good incl.all labour charges

etccomp as directed.

ModeofmeasurementsshallbeonRMT.basis.

Hiringoftractorwithtrolleyconsidering8Hrs.asworkingdayhoursincl.Driver

ModeofmeasurementsshallbeonDAY.basis.

Providingchotahathiordriver with fuel,to carryout different works duringday/nightfor 8hrs. shift.Workshallbe carriedoutas

pertheinstructionsofEngineer in charge 4Nos of labour allnecessarypermit etc. comp.(For 8 hoursshift )

ModeofmeasurementsshallbeonSHIFT.basis.

Signature of Bidder Page 62 of

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

duringunavoidableconditionasperinstructionofengg.incharge,rateincludesallnece.shifting,fuelandoperatingchargesandstackingo

fuseful&non-usefulmaterialsseparatelyuptostore.(Nopaymentshouldbeallowedfornonworkingconditionofmachineryand for

pipe line excavation and layingwork) (Based on Previously approved rate by CE sir )

ModeofmeasurementsshallbeonHOUR.basis.

Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work on site by using Operator, fuel, power

Supplyetc. Complete asDirected. (No payment should be allowed for non working condition of machinery and forpipe line

excavationand M.H.work. Allowed onlyfor break down work) (Based on Previously approvedrateby C Esir )

ModeofmeasurementsshallbeonHOUR.basis.

Repairingdamaged M.H.andrasingM.H.upto roadlevelincl.removingdamagedbrickworkandrepairing bybrick masonryin

C.M. 1:5and plaster in C.M.1:3 and fixingC.I.stepsand existingMHsheetcover,removingthedebris fromMHand cartingthesame as

ModeofmeasurementsshallbeonNOS.basis.

Repairing damaged I.C./Raisingremoving damaged brick work and repairing by brick masonry in C.M. 1:5 and plaster in C.M.1:3

and fixingC.I. stepsand existingchamber sheet cover, removingthedebrisfrom chamberand cartingthe sameasdirected.

ModeofmeasurementsshallbeonNOS.basis.

Signature of Bidder Page 63 of

ProvidingF.R.C.MHseatcoverincl.cartingtotheworksiteetc.comp.Directed.

A. F.R.C.ExtraHeavyDuty(EHD-35)ManholeCovers& Frames Cover : 728mm ø & 100 mm thick circular cover, 35.00 MTload

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 flatshould be

wellembed in concreteto protectthe edges offrame.FRC E.H.D.-35manholecover & framedescribedasabove

B. F.R.C. Heavy Duty [HD-20] Machinehole Covers - 560 mm ø clear opening, The dimension of frame and cover as

permentioned in Amend No.1 to IS 12592 : 2002 table

C. F.R.C. Medium Duty [MD-10] Machinehole Covers - 560mm ø clear opening, The dimension of frame and cover as

permentioned in Amend No.1 to IS 12592 : 2002 table 1..

D. F.R.C. Medium Duty [MD-10] Chamber Covers & Frame- 600 x 450 mm clear opening, The dimension of frame and cover

asper mentioned in Amend No.1 to IS 12592 : 2002 table

E. F.R.C. Light Duty [LD-2.5] Machinehole Covers & Frames-560mm ø clear opening, The dimension of frame and cover as

permentioned in Amend No.1 to IS 12592 : 2002 table

ModeofmeasurementsshallbeonNOS.basis.

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

andfinishing smooth, watering and protecting for 7 days etc. complete as directed. M.H. seat cover will be supplied

byA.M.C.(fromanystore)

ModeofmeasurementsshallbeonNOS.basis.

Signature of Bidder Page 64 of

Supplying, labour for breakdown repairing work for activities like excavation, disliting, removing debris from trench back

fillingetc. comp. as directed by Eng.in charge.

ModeofmeasurementsshallbeonNOS.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),

cmsthickbrickmaso.wallin theprop.ofCM(1:6)with 40mmthickIPSflooringinthepropM15atbottomand15mmthickcementplaster

inside the catch pit in the proportion of CM (1:3) with out jali etc.comp. asdirected.

ModeofmeasurementsshallbeonNOS.basis.

CatchPitJali(Heavyduty)FixingP/FFRCcatchpitjaliwithframe600mmx600mmclearopeningetc.comp..Asdirectedbyengineer in

ModeofmeasurementsshallbeonNOS.basis.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing

theMaterialwith water atOMC in mechanicalmixplant carriageofmixedMaterialbytipper to site,layingin uniform layers in sub-

base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per

CodalProvision.

Production&SupplyofWMMtositeof

worksLayingof WMM

Signature of Bidder Page 65 of

This work shall consist of laying and compacting clean, crushed, graded aggregate and granular material, premixed

with water, toa dense mass on a prepared sub-grade/sub- base/ base or existing pavement as the case may be in

accordance with therequirements of these Specifications. The material shall be laid in one or more layers as

necessary to lines, grades and cross- sectionsshownon the approved drawingsorasdirected bytheEngineer.

The thickness of a single compacted Wet Mix Macadam layer shall not be less than 75 mm. When vibrating or other

approvedtypesof compacting equipment areused, the compacteddepth ofa singlelayerofthesub-basecoursemay

beupto200 mmwith the approval ofthe Engineer.

PhysicalRequirements

Coarseaggregatesshallbecrushedstone.TheaggregatesshallconformtothephysicalrequirementssetforthinTable19-1.

Sevaliya/Timba/Ankodiyaspecialaggregateisonlyacceptable.

Ifthewaterabsorptionvalueofthecoarseaggregateisgreaterthan2percent,thesoundnesstestshallbecarriedoutonthemateri

aldeliveredto site asperIS:2386 (Part-5).

Table19-1:PhysicalRequirementsofCoarseAggregatesforWetMixMacadamforSub-base/BaseCourses

S.No. Test TestMethod Requirements

1. LosAngelesAbrasionvalu IS:2386(Part-4) 40percent(Max.)

eorA ggregateImpact

value IS:2386(Part- 30percent(Max.)

2. CombinedFlakinessandElongationindice IS:2386(Part-1) 35percent(Max.)*

* Todetermine thiscombinedproportion,the flakystonefromarepresentativesample shouldfirstbeseparatedout.Flakinessindexis weightofflakystonemetal

divided by weight of stone sample. Only the elongated particles be separated out from the remaining (non-flaky) stone metal. Elongation

indexisweightofelongatedparticlesdividedbytotalnon-flakyparticles.Thevaluesofflakinessindexandelongationindexsofoundareaddedup

GradingRequirements

TheaggregatesshallconformtothegradinggiveninTable19-2.

Table19-2:GradingRequirementsofAggregatesforWetMixMacadam

ISSieveDesignation PercentbyweightpassingtheISSieve

Signature of Bidder Page 66 of

Materialfinerthan425micronshallhavePlasticityIndex(PI)notexceeding6.

The final gradation approved within these limits shall be graded from coarse to fine and shall not vary from the low

limit on onesievetothehighlimit ontheadjacentsieve orviceversa.

ConstructionOperations:-

Preparation ofBase

The surface of the sub-grade/sub-base/base toreceive the Wetmixmacadam courseshall be preparedtothe

specifiedgradeand camberandcleaned ofdust, dirtand other extraneous material. Any rutsor

softyieldingplacesshallbecorrectedin anapproved manner and rolleduntil firmsurface isobtained.

Where the Wet mix macadam is to be laid on an existing metalled road, damaged area including depressions and

potholesshallbe repaired and made good with the suitable material. The existing surface shall be scarified and re-

shaped to the required gradeand camberbeforespreadingthe coarseaggregate forWetmixmacadam.

PreparationofMix

WetMixMacadamshouldbepreparedinanapprovedmixingplantofsuitablecapacityhavingprovisionforcontrolledaddition

of water and forced/positive mixing arrangement like pugmill or pan type mixer of concrete batching plant.For small

quantity ofwet mixwork,theEngineermay permitthemixingtobedone in concrete mixers.

QuantityofwatershouldnotvaryfromOMCdeterminedas perIS: 2720 (partVIII)bymorethanagreedlimit.The

mixedmaterialshould be uniformly wetand nosegregation should be permitted.

Immediately after mixing, the aggregates shall be spread uniformly and evenly upon the prepared subgrade/sub-

base/base inrequired quantities. In no case should these be dumped in heaps directly on the area where these are to

be laid nor shall theirhaulingover a partlycompleted stretchbe permitted.

The mix may be spread either by a paver finisher or motor grader or as per instruction of Engineer-in-Charge and/or

hisauthorized representative. For portions where mechanical means cannot be used, manual means as approved by

the Engineershall be used.The motor grader shall be capable of spreading the material uniformly all over the surface.

Signature of Bidder Page 67 of

Its blade shall havehydrauliccontrolsuitableforinitialadjustmentsandmaintainingthesame soasto

achievethespecifiedslopeand grade.

Signature of Bidder Page 68 of

Thepaverfinishershallbeself-propelled,havingthefollowingfeatures:

(i) Loadinghoppersandsuitabledistributionmechanism

screedshallhavetampingandvibratingarrangementforinitialcompactiontothelayerasitisspreadwithoutruttingorotherwisemarringthe

surface profile.

(iii) Thepavershallbeequippedwithnecessarycontrolmechanismsoastoensurethatthefinishedsurfaceisfreefromsurfaceblemishes.

The surface of the aggregate shall be carefullycheckedwithtemplates andall high or low sports remediedbyremoving

oradding aggregate as may be required. The layer may be tested by depth blocks during construction. No segregation

andfineparticlesshouldbeallowed.Theaggregatesasspreadshouldbeofuniformgradationwithnopocketsoffinematerials.

Afterthemixhasbeenlaidtotherequiredthickness,gradeandcrossfall/camberthesameshallbeuniformlycompacted,tothefullde

pthwithsuitableroller.Ifthethicknessofsinglecompactedlayerdoesnotexceed100mm,smoothwheelrollerof80to

100kNweightmaybeused.Foracompactedsinglelayerupto200mm,thecompactionshallbedonewiththehelpof

vibratoryrollerofminimum

staticweightof80to100kNorequivalentcapacityroller.Thespeedoftherollershallnotexceed5km/h.

In portions having unidirectional cross fall/superelevation, rolling shall commence from the lower edge and progress

graduallytowardstheupperedge.Thereafter,rollershouldprogressparalleltothecentrelineoftheroad,uniformlyover-

lapping eachpreceding trackbyatleastone thirdwidthuntil theentire surfacehas beenrolled.Alternate trips of the

rollershallbeterminated instopsatleast 1m away from any preceding stop.

In portions in camber, rolling should begin at the edge with the roller running forward and backward until the edges

have beenfirmly compacted. The roller shall then progress gradually towards the centre parallel to the centre line of

the road uniformlyoverlappingeach oftheprecedingtrack by at least one-third width untiltheentiresurfacehasbeen

Any displacement occurring as a result of reversing of the direction of a roller or from any other cause shall be

corrected at onceasspecifiedand/or removedandmade good.

Along forms, kerbs, walls or other places not accessible to the roller, the mixture shall be thoroughly compacted with

mechanicaltampersora plate compactor.Skin patching ofanarea without scarifyingthesurfaceto

permitproperbondingofthe addedmaterialshall notbepermitted.

Rollingshouldnotbedonewhenthesubgradeissoftoryieldingorwhenitcausesawave-likemotioninthesub-

base/basecourse or subgrade. If irregularities develop during rolling which exceed 12mm when tested with a 3 metre

straightedge, thesurfaceshouldbeloosened and premixed materialadded orremovedasrequired beforerolling again so

uniformsurfaceconformingtothedesiredgradeandcrossfall.Innocaseshouldtheuseofunmixedmaterialbepermittedtomake

Signature of Bidder Page 69 of

depressions.Rollingshallbecontinuedtillthedensityachievedisatleast98percentofthemaximumdrydensityforthematerial

asdetermined by the method outlinedin IS :2720(Part-8).

Aftercompletion,thesurfaceofanyfinishedlayershallbewell-

closed,freefrommovementundercompactionequipmentoranycompactionplanes, ridges, cracks and loose material. All

loose, segregated or otherwise defective areas shall be made goodtothe fullthicknessofthelayer andrecompacted.

Settinganddrying:

Afterfinalcompactionofwetmixmacadamcourse,theroadshallbeallowedtodryfor24hours.

OpeningtoTraffic

Preferablynovehiculartrafficofanykindshouldbeallowedonthefinishedwetmixmacadamsurfacetillithasdriedand

thewearingcourse laid.

SurfaceFinishandQualityControlof

WorkSurface evenness:

ThesurfacefinishofconstructionshallconformtotherequirementsofClauseinItemNo.16&17&18.

Qualitycontrol:

ControlonthequalityofmaterialsandworksshallbeexercisedbytheEngineerasperTable19-3.

Table19-3:TestandFrequencyforMaterialsforWetMixMacadam

Signature of Bidder Page 70 of

Test Frequency ISCode

ofConstru (AsperCircularNo.66)

Wet Gradation Onetestper200Cu.m. IS:2386,Part-I-1963

MixMacad AggregateImpactValue Onetestper1000Cu.m. IS:2386,Part-IV

Combined Flakiness Onetestper500Cu.m. IS:2386,Part-I

andElongationIndices

AtterbergLimitsofportion Onetestper200Cu.m. IS:2720,Part-V

ofaggregatespassing

Onesetofthreetests

Densityofcompactedlayer IS:2720,Part-VIII

RectificationofSurfaceIrregularity

Where the surface irregularity of the wet mix macadam course exceeds the permissible tolerances or where the

course isotherwise defective due to subgrade soil getting mixed with the aggregates, the full thickness of the layer

shall be scarified overthe affected area, reshaped with added premixed material or removed and replaced with fresh

premixed material as applicableand recompacted. The area treated in the aforesaid manner shall not be less than

m long and 2 m wide. In no case shalldepressionsbefilledup withunmixed andungraded materialor fines.

ArrangementforTraffic

Duringtheperiodofconstruction,arrangementsforthetrafficshallbeprovided.TheContractorshalltakeallnecessarymeasu

res for the safety of traffic during construction and provide, erect and maintain such barricades, including signs,

marking,flags, lightsand flagmenasper instruction oftheEngineer-in-charge.

MeasurementsforPayment

Therateshallbeforaunitofonecubicmeter. Item

Dismantlingthefollowingincludingloading,unloadinganddisposalofunserviceablematerialforallleadorasdirectedby

Engineer-In-Chargeandstackingtheserviceablematerialandbackfillingtheresultingtrenchesandpitscomplete. (Based

on Previously approved rate by CE sir )

A. centralverge-kerbstone

B. Dismantlingtiledorstonefloorslaidinmortarincludingstackingofserviceablematerialanddisposalofuservicalble material with

all lead and lifts

Signature of Bidder Page 71 of

TherateshallbeforaunitofRMT/SMTBASIS. Item

Applyingprimingcoatovernewsteelandanyothersurfaceafterandincludingpreparingthesurfacebythroughlycleaning,

oil,grease, dirt and other foreign matter and scoured with brushes fine steel wood, scrapers and sand paper with ready mixed

priming paint brushing red lead.

TherateshallbeforaunitofSMTBASIS.

Signature of Bidder Page 72 of

Painting one coats(excluding promingcoat) on previously painted steeland other metalsurface with enamel paint, brushingto give

an even shade including cleaning the surface of all dirt, duct and other foreign matter.

TherateshallbeforaunitofSMTBASIS.

Labourworkforfixinginterlockingblocks/anykindofpavementonupto50mmthsandbedding,levelling,wateringand fixing in line &

level as well cleaning the site etc.comp. as directed.

TherateshallbeforaunitofSMTBASIS.

ReinstatementworkforCentralvergeandfootpathKerbStone

TherateshallbeforaunitofRMTBASIS.

PaintingTwoCoatsondividerandfootpathcurbsurface/NewConcreteSurface(Paintingtwocoatsafterfillingthesurfacewith synthetic

enamel paint in all shades on new plastered concrete surfaces)

TherateshallbeforaunitofSMTBASIS.

ThecolourandworkmanshipshallbeinaccordancewiththeCodeofPracticeforpainting,andasspecifiedinthedrawingsorasdirecte

d bytheEngineer

Signature of Bidder Page 73 of

Materials:SyntheticenamelpaintshallconformtoIS.

Thematerialsrequiredforworkofpaintingworkshallbeobtaineddirectlyfromapprovedmanufacturersorapproved dealer

andbrought tothesite in maker'sdrums, kegsetc.withseal unbroken.

All materials not in actual use shall be kept properly protected, lids of containers shall be kept closed and surface of

paint in openor partially open containers covered with a thin layer of turpentine to prevent formation of skin. The

materials which havebecome stale or flat due to improper and long storage shall not be used. The paint shall be

stirred thoroughly in its

containerbeforepouringintosmallcontainers.Whileapplyingalsothepaintshallbecontinuouslystirredinsmallercontainer.

No left overpaint shallbeput back intostocktins.When not in use, thecontainersshallbekept properly closed.

Ifforanyseasons,thinningisnecessary,thebrandofthinnerrecommendedbythemanufacturershallbeused.

The surface to be painted shall be thoroughly cleaned and dusted. All rust, dirt and grease shall be thoroughly

removed beforepainting is started. No painting on exterior or other exposed parts of the work shall be carried out in

wet, damp of otherwiseunfavorableweatherand all thesurfacesshallbe thoroughly dry beforepainting work isstarted.

Signature of Bidder Page 74 of

Brushing operations are to be adjusted to the spreading capacity advised by the manufacture of particular paint. The

paint shallbeapplied evenly and smoothly bymeansof crossing and layingoff. The crossingandlaying off

consistsofcovering thearea overwith paint, brushing the surface hard for the first time over and then brushing

alternately in opposite directions two or threetimesand thenfinally brushing lightly in directionat rightanglesto the

In this process, no brushmarks shallbe left afterthe laying off isfinished. The fullprocess of crossing and

layingoffwillconstituteone coat.

Each coat shall be allowed to dry completely and lightly rubbed with very fine grade of sand paper and loose particles

brushed offbefore next coat is applied. Each coat shall vary slightly in shade and shall be got approved from Engineer-

in-charge before nextcoat isstarted.

Each coat except the last cost shall be lightly rubbed down with sand-paper of fine pumice stone and cleaned of dust

before thenext coat is applied. No hair marks from the brush or clogging of paint puddles in the corners of panels

angles of mouldings etc.shallbe lefton the work.

Approvedbestqualitybrushesshallbeused.

Modeofmeasurements&payment:

Signature of Bidder Page 75 of

Ahmedabad Municipal Corporation

AnytypeofC.C.Centralvergescurbssurfaceshallbemeasuredunderthisitem.

Alltheworkshallbemeasurednotinthedecimalsystemasexecutedsubjecttothefollowinglimitsunlessot

herwisestatedhereinafter:

(a) dimensionsshallbemeasuredtothenearest0.01metre.

(b) Areasshallbeworkedouttothenearest0.01Sq.metre.

Nodeductionsshallbemadeforopeningsnotexceeding0.5sq.mt.eachandnoadditionshal

lbemadeforpainting tobeadings,mouldings, edges,jambs, soffits,etc. ofsuchopening.

Thedifferentsurfacesshallbegroupedintoonegeneralitem,areasofunevensurfacebeingconvert

edintoequivalentplain areasinaccordancewiththemode ofmeasurementforpayment.

Therateshallbefor aunitofoneSMT.

Providing and fixing Swiss type Bollard made out of 1.5mm CRC sheet, height 140 cms, bottom dia

23cm, top dia 12cm with direction plate of 30 cm dia fabricated necessary anchors as directed and

also provide through out lengh pipe of 25 NB for the strenthing of bollard and reflectorised Micro

Prismatic Grade Sheet (Type-XI) and three yellow strip 6 Inches wide of Type-XI Retro reflective

Sheeting, fixing with P.C.C M-25 grade concrete (Foundation size 30cm×30cm×35cm).

The rate shall be for a unit of Nos.BASIS.

Supplying And Fixing Jumbo Bollard Swiss Type Made out of 1.5 cm crc sheet height

cms. Bottom dia 30 cms. Top dia 18cm. With direction plate of 45cm dia. Fabricated as

per attached drawing, pre treated with phospheting process painted with apoxy coating

reflectorised with retro reflective sheetings specified by M.O.R.T & H.'s latest specification.(B)

High Intensity Grade..

The rate shall be for a unit of Nos.BASIS

IHAVEALSOGONETHROUGHTECHNICALSPECIFICATIONSFORTHEITEMS(ASPERSTANDARDP.W.D.TEC

HNICAL SPECIFICATION FOR THE ITEMS AND ALSO I HAVE THE BOOK OF THE SAME) AND AGREE TO

INCASE OF WHERE IS NO TECHNICAL SPECIFICATIONFOR THE ANY ITEMS

AVAILABLE,SPECIFICATION GIVENBY THEENGINEER-IN-CHARGE SHALL BE FOLLOWED AND FOR

THE SAME I AGREE TO ABIDE BY THEM.

Seal and Signature of the Bidder Add City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 1 of

Ahmedabad Municipal Corporation

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Signature of Bidder Page 2 of

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT (CENTRAL ZONE)

BILL OF QUANTITY

Sr. No. Item Description Qty Rate per Amount

Excavation for foundation upto 1.5 mt.

depth including sorting out stacking of useful

material & disposing of excavated stuff upto

50 mt. lead loose or soft soil.

Dismantling the following including

loading, unloading and disposal of

unserviceable material for all lead or as

2 directed by Engineer-In-Charge and

stacking the serviceable material and

backfilling the resulting trenches and

a central verge -kerb stone 1000 8 Rmt

Dismantling tiled or stone floors laid in

mortar including stacking of serviceable

material and disposal of uservicalble

material with all lead and lifts.

Demolition & disposal of unservisable

c material with all lead and lift for 200 348.1 Cmt

unreinforeced concrete. (AMC sor)

Demolition of brick work & stone

masonry including stacking of serviceable

d materials and disposal of unserviceable 200 314.5 Cmt

materials with all lead and lift (1) In cement

Demolition including stacking of

serviceable materials and disposal of

unserviceable materials with all lead and lift.

(I) R.C.C work.

Labour Work For Fixing Any Kind Of

Paving With Cement Pointing In Cm 1:2,

Including Watering, Ramming Etc Comp. As

Dir.For Pavement Sub:-

(A)For Water Table & Kerb On Sand Bedding

(a) As Per Requirement To Fix The C.C.Block / 1000 30.8 Rmt

Nibhada Stone In Line & Level

(A)Labour work for fixing Interlocking Blocks /

any kind of pavement on up to 50 mm th sand

(b) bedding, levelling, watering and fixing in line 10,000.00 68.64 Smt

& level as well cleaning the site etc.comp. as

Signature of Bidder Page 3 of

Ahmedabad Municipal Corporation

Providing, laying, spreading and compacting

graded stone aggregate to wet mix macadam

specification including premixing the Material

with water at OMC in mechanical mix plant

4 carriage of mixed Material by tipper to site,

laying in uniform layers in sub- base / base

course on well prepared surface and

compacting with vibratory roller to achieve

the desired density as per MoRTH clause

(A) Supply of WMM 1600 1708.13 Cmt

(B) Laying of WMM 2000 31.25 Cmt

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

5 includes spreading & levelling etc

complete. Internal conveyance above

mt done within the work site is not payable.

(R&B 2021-22 Statement No.5 Page no.5

& RA Approved St.Com.Res

d d) Lead From 3 Km to 4 Km. 700 45.52 Cmt

e e) Lead From 4 Km to 5 Km. 3000 52.42 Cmt

Leveling Or Orientation Of Existing Gully

Trap Chamber Incl. Nece. Masonry In

Cm 1:6 And Plaster In Cm 1:3 Etc. Using

Old G.T.Stone And Cover Etc. Comp.Sub:-

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.

7 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.

(A) Up to 0.15 mt. (@ Two Coarse) 200 728.82 No

(b) up to 0.35mt. (@ Four Coarse) 200 1,155.44 No

(C ) up to 0.65 mt. (@ Seven Coarse) 200 1,786.49 No

Extra Rate Over Item Of Excavation Of

Earth For Excavation Of Asphalt Pavement /

Rcc Of Thickness Upto 0.20 Meter Including

8 Demolishing The Asphalt Carpet, Metal,

Soiling/Cutting Reinforcement Etc.Comp.

With Stacking The Material As Directed.

(a) A) Upto 0.20 Meter Thickness (By Manual) 1000 70.4 Smt

B) 0.20 Meter To 0.30 Meter Thickness (By

Breaker Machine Including Cost Of

Operator, Fuel, & Transportaion Etc

Signature of Bidder Page 4 of

Ahmedabad Municipal Corporation

(C) 0.30 Meter & Above (By Breaker

(C ) Machine Including Cost Of Operator, Fuel, & 1000 311.08 Smt

Transportaion Etc Complete.

Supplying and fixing of 380 mm H x

mm L x 200 mm B Kerb block for Central

Verge in M-20 grade using 20 mm

nominal size black trap aggregate of

Sevaliya/Timba or equivalent quality for

pre-cast blocks, reasonably exposed

finish/ formwork, mould with well

equipped with vibratory system for kerb

stones of approved design including

curing, etc. complete, including the cost of

formwork etc. complete. The rate shall also

include necessary cutting of asphalt, fixing the

Kerb stones in line and level on 5 cm

thick sand bedding with necessary

equipments and materials. The rate shall also

include the flush pointing in CM (1:3) for all

joints of the kerbstones. Filling of zari alone

the sides of the kerb stone fixed with

Bituminous concrete mixed in proper

position as directed by Engineer in change to

form a portable mixture. In any case

Gravel or such type of materials shall

not be allowed for productiona) Laying on

cm thick Sand Bedding

Supplying and fixing of 300 mm-L x

mm-B x 380 mm-H Kerb block for Footpath

in M-20 grade using 20 mm nominal size black

trap aggregate of Sevaliya/Timba or

equivalent quality for pre-cast blocks,

reasonably exposed finish/ formwork

mould with well equipped with vibratory

system for kerb stones of approved

design including curing, etc. complete,

including the cost of formwork etc.

complete. The rate shall also include

necessary cutting of asphalt, fixing the

Kerb stones in line and level on 5 cm

thick sand bedding with necessary

equipments and materials. The rate shall also

include the flush pointing in CM (1:3) for all

joints of the kerbstones. Filling of zari alone

the sides of the kerb stone fixed with

Bituminous concrete mixed in proper

position as directed by Engineer in change to

form a portable mixture. In any case

Gravel or such type of materials shall

not be allowed for production. a) Laying on

5 cm thick Sand Bedding

Signature of Bidder Page 5 of

Ahmedabad Municipal Corporation

Pre cast concrete kerb Providing and fixing

M25 Grade of concrete precast exposed /

Fair finish / texture finish kerb stones of

approved make as per approved sample of

any size and any type. Kerbs shall be fixed

on the foundation prepared as per

approved design. The rate shall also

include for erecting and fixing the pieces

in position for complete kerb system

with chamfered type of kerbs including

11 necessary accessories of kerb like radius 200 1,061.61 Rmt

kerb, angles and quadrant kerbs, droplet

kerbs etc. complete as per drawing. Kerb

shall be fixed as paper joint without any

jointing material. However cement mortar

shall be provided at the backside of kerb

stone joint. (Sample must be approved)

Cost of excavation, cutting , base , side filling

shall includes as directed engineer - incharge

in above item description as per BOQ (a)

hight x 600x 150 mm high median kerb.

Pre cast concrete kerb Providing and fixing

M25 Grade of concrete precast exposed /

Fair finish / texture finish kerb stones of

approved make as per approved sample of

any size and any type. Kerbs shall be fixed

on the foundation prepared as per

approved design. The rate shall also

include for erecting and fixing the pieces

in position for complete kerb system

with chamfered type of kerbs including

12 necessary accessories of kerb like radius 1000 912.5 Rmt

kerbs, angles and quadrant kerbs, droplet

kerbs etc. complete as per drawing. Kerb

shall be fixed as paper joint without any

jointing material. However cement mortar

shall be provided at the backside of kerb

stone joint. (Sample must be approved)

Cost of excavation, cutting , base , side filling

shall includes as directed engineer - incharge

in above item description as per BOQ (b)

x 600 x 150 mm high Footpath kerb.

Providing & laying Mountable type Central

Verge including casting of Kerb of size 15.00 x

32.50 Cm by mechanical Kerb casting

machinery and oil paint colour to

Center verge (Kerb) by Yellow/white

and Black patta (Three Coat) one coat of

priming & two coat of oil Paint including

cost of material required for paint

and all labourworketc complete as per

direction, detailed drawing and instruction

of engineer incharge.(Including Epoxy

Piant of Approved Quality) (Central

Signature of Bidder Page 6 of

Ahmedabad Municipal Corporation

Supplying and fixing for central verge 230 mm

L x 235 mm Width x 680 mm H Supplying &

Fixing in M-20 grade using 20 mm nominal

size black trap aggregate of sevaliya/timba

or equivalent quality for pre-cast

blocks,reasonably exposed

finish/formwork,mould with well equipped

with vibratory system for kerb stones of

approved design including

curing,etc.complete,including the cost of

formwork etc.complete.THe rate shall also

14 include necessary cutting of asphalt,fixing the 100 1,376.75 Rmt

kerb stones in line and level on 5 cm thick

sand bedding with necessary equipments and

materials.The rate shall also include the

flush pointing in CM(1:3)for all joints of the

kerbstones.Filling of Zari alone the sides of

the kerb stone fixed with bituminous

concrete mixed in proper position as

directed by engineer in charge to form a

portable mixture.In any case gravel or such

type of materials shall not be allowed for

Signature of Bidder Page 7 of

Ahmedabad Municipal Corporation

Providing and Laying of Rubber Moulded

Paver Block Grey/Coloured 60 mm thick, M-

35 Grade of any size ; shape (Usually Uni-

Paver Blocks) using black trap good

quality aggragate of 20 mm nominal size

for footpath, parking areas, service lanes

and other areas as mentioned in the

drawing / instruction of engineer in

charge. Cost includes formworks using

rubber mould, Rate providing and laying

paver blocks as per required grading and

specification. The paver block shall be

mechanically compacted. The work of

paving blocks shall be executed in line and

level by skill mason of flooring work only.

It should be laid in such a way that the no

cutting of the paver block to be necessary. if

cutting of paver block necessary then it

should be cut by machine only and carting.

The finished surface of the paver block shall

have resonably good, plain finished. Paver

blocks shall be compacted and shall be

relaid if necessary. Gravel or such type

of materials shall not be allowed for

production. Laying on 5cms thick sand

Providing and laying of interlocking grey

paver blocks of high density 80mm thick

made from M- 40 grade concrete using

mm to 20 mm machine crushed well

graded stone aggregate, sand of

approved quality, OPC 53 grade cement

with contractor's own concrete mix design as

approved by AMC, for parking, road. Cost

Includes formwork, using rubber/FRP mould,

laying paver block as per required grading and

specification laid paver block shall be

mechanically compacted. The work of the

paving blocks shall be executed in line and

level by skilled mason of flooring work

only. It should be laid in such a way that the

no cutting of the paver block to be

necessary. Cutting of paver block by

machine cut only and carting to be done.

The Finished surface of the Paver Block

shall have reasonably good plain finish.

Paver blocks shall be compacted and shall be

re-laid if necessary. Gravel or such type of

materials shall not be allowed for production.

Laying on 5 Cms thick sand bedding.

Signature of Bidder Page 8 of

Ahmedabad Municipal Corporation

Paver Block Providing and laying shot blasted

Non - interlocking, Paver blocks of specified

thickness, size, grade of concrete and

colour machine made and blasting by

automatic shot blasting machine and high

density of as per approved sample of

approved make for footpath, parking areas,

service lanes,cross over and other areas as

mentioned in the drawing. Including

providing and laying 50 mm thick averave

bedding layer of coarse sand below paver

block as per required grading and

specification. Laid paver block shall

be mechanically compacted. The work of

the paving blocks shall be executed in line

17 and level by skilled mason of flooring work 1000

only. Small size of paver block with same

specification shall be used at residue or at

end. It should be laid in such a way that

the no cutting of the paver block to

be necessary. If cutting of paver block

shall be required , than cut by machine only

and laying to be done by skilled flooring

mason. The finished surface of the paver

block shall have coarse sand Texture Finish.

Pave blocks shall be compacted and shall be

re-laid if necessary. Actual laid area shall

be measured and paid without any wastage.

(A) 60 mm thick M-35 grade Grey Paver

Signature of Bidder Page 9 of

Ahmedabad Municipal Corporation

Paver Block Providing and laying shot blasted

Non - interlocking, Paver blocks of specified

thickness, size, grade of concrete and

colour machine made and blasting by

automatic shot blasting machine and high

density of as per approved sample of

approved make for footpath, parking areas,

service lanes,cross over and other areas as

mentioned in the drawing. Including

providing and laying 50 mm thick averave

bedding layer of coarse sand below paver

block as per required grading and

specification. Laid paver block shall

be mechanically compacted. The work of

the paving blocks shall be executed in line

and level by skilled mason of flooring work

only. Small size of paver block with same

specification shall be used at residue or at

end. It should be laid in such a way that

the no cutting of the paver block to

be necessary. If cutting of paver block

shall be required , than cut by machine only

and laying to be done by skilled flooring

mason. The finished surface of the paver

block shall have coarse sand Texture Finish.

Pave blocks shall be compacted and shall be

re-laid if necessary. Actual laid area shall

be measured and paid without any wastage.

(A) 80 mm thick M-35 grade Grey Paver

block of size 200mm x 200mm.

Labour work of fixing kurb any design of

central verge, (both side) footpath kurb,

items includes necessary excavation,

asphalt cutting of any thickness,

erecting in line and position and

pointing with cement mortar (1:3),

watering, etc complete, filling with zari

along the side of the kurb, the kurb stone

fix prepared with bitumnious top surface, as

directed by engineer in charge.

Provdg. & laying cement concrete 1:5:10

(1 cement : 5 coarse sand : 10 hand

20 broken stone aggregates 40 mm nominal 1500 1,802.24 Cmt

size) and curing complete excluding cost of

Providing TMT Bar FE500D reinforcement

for R.C.C. Work including bending,binding and

placing in position complete upto floor two

Signature of Bidder Page 10 of

Ahmedabad Municipal Corporation

Providing and Casting in situ ordinary

cement concrete M200 for R.C.C. Raft and

cutt off walls including necessary

22 shuttering laying, vibrating, ramming and 200 3,672.30 Cmt

curing complete.(B) Walls, fom top of

foundation level upto floor two level

Providing and setting 50 to 60 mm thick

rouge kotah stone water table in line,

level and in required gradient including

mm thick beddcing in C.M. 1:6 (1 Part of

cement : 6 Part of coarse sand) with

sufficient ramming consolidation.

23 Providing joints in C.M. 1:3 (1 Part of

cement : 3 Part coarse sand) and smooth

pointing in C.M. 1:1 (1 Part of Cement, 1 Part

of coarse sand) including watering etc.

complete and as per details in tender

specification & as directed by engineer in

b Size : 1' x 1'(40 to 50 mm thick) 1000 103.52 Rmt

Construction of RCC nosing in central

verge using M-200 grade cement concrete.

The item includes cost of centering &

24 shuttering, reinforcement, both side 60 4,812.72 No

cement plaster in C:M 1:3 mortar & curing

etc. complete. Half round portion of the

nosing shall be made by using mild steel.

Painting Two Coats on divider and

footpath curb surface / New Concrete

Surface ( Painting two coats after filling the

25 surface with synthetic enamel paint in all 16,000.00 71.86 Smt

shades on new plastered concrete

surfaces) (R & B SOR 2012-13 Item No.

Finishing Wall With Apex Ultima Acrylic Paint

Of " Asian Paint " Or Equivalent On Wall

Surfaces (Two Coats) To Give Required

Even Shade After Application Of Exterior

Primer Of Approved Brand & Manufactures

After Thoroughly Brushing The Surface To

Remove All Dirt & Remains Of Loose

Powered Materials.(

P/F Name Board of 45X60 cm size

showing grant detail with necessary painting

& writing letters as per given inst. & design

Signature of Bidder Page 11 of

Ahmedabad Municipal Corporation

Providing and laying in position Ready

Mixed M- 200 grade concrete for

reinforced cement conctere work, using

cement content as per approved Design

Mix manufactured in fully automatic

batching plant and transported to site of

work in transit mixer for a lead up to

kms having continuous agitated mixer,

manufactured as per mix design of specified

grade for reinforced cement concrete work

28 including pumping of R.M.C. from transit 60 3,922.86 Cmt

mixer to site of laying, excluding the cost of

centering shuttering finishing and

reinforcement including cost of admixtures in

recommended proportions as per IS: 9103 to

accelerate/ retard setting of concrete,

improve workability without impairing

strength and durability as per direction of

the Engineer - in - charge. Without Fly Ash

(Min cement level as per latest IS 456 shall

Providing and supplying of labour for

necessary manual excavation, cleaning,

Shifting of Material Or any other, or for any

other work as directed by Engineer In charge.

a Labour charges - Mazdoor (Male) 400 493 Each

Applying priming coat over new steel and

other metel surface after and including

preparing the surfaceby throughly cleaning,

30 oil,grease, dirt and other foreign matter and 16000 34.34 Smt

scoured with brushes fine steelwood,

scrapers and sand paper with ready mixed

priming paint brushing red lead.

Painting two coats(excluding priming coat) on

new steel and other metal surface with

enamel paint, brushing, interior to give an

31 even shade including cleaning the surface 12,000.00 86.94 Smt

an even shade including cleanicn the

surface of all dirt, dust and other foreign

Providing And FIxing M.S. grill, GAte

Elevation Element of Decorative pattern witth

M.S. channel , Flat medium Grade M.S. pipe

32 , squre Or Round Bars With Round Heanded 10000 68 Kg

bolts , Nuts or By screw incl. Applying One

coat Zinc Primer And Two coat Of Oil Paint

ETC comp (App rate)

33 Welder / Gas cutter At Day/Night 40 689 No

Signature of Bidder Page 12 of

Ahmedabad Municipal Corporation

Hiring and operating the 20 KV 3 Phase

Electric Generator for operating desilting

34 machinery, andlighting and other 150 2,800.00 Shift

requirements with Arranging diesel to run

the D.G. Set Do As Directed. 8 Hrs Shift.

Supplting of welding machine / gas cutter

including cost of welding rods/gas,

Transportation, including carting from site to

Providing and fixing Swiss type Bollard

made out of 1.5mm CRC sheet, height

cms, bottom dia 23cm, top dia 12cm with

direction plate of 30 cm dia fabricated

necessary anchors as directed and also

provide through out lengh pipe of 25 NB for

the strenthing of bollard and reflectorised

Micro Prismatic Grade Sheet (Type-XI) and

three yellow strip 6 Inches wide of Type-XI

Retro reflective Sheeting, fixing with

P.C.C M-25 grade concrete (Foundation size

Supplying And Fixing Jumbo Bollard Swiss

Type Made out of 1.5 cm crc sheet height

188 cms. Bottom dia 30 cms. Top dia 18 cm.

With direction plate of 45cm dia. Fabricated

37 as per attached drawing, pre treated with 150 5,687.75 Nos.

phospheting process painted with apoxy

coating reflectorised with retro reflective

sheetings specified by M.O.R.T & H.'s latest

specification. (B) High Intensity Grade.

Supply recycled products manufactured by

Amdavad Enviro project pvt ltd (AEPPL)

Rubber mould paver Block ( 60 mm thick M -

b planter ( size 760 x 760 x 660 mm ) 100 1600 nos

c planter ( size 1280 x 600 x 370 mm ) 100 1710 nos

d garden kerb (Size 300 mm x 300 x 75 mm) 1003 91 rmt

e foothpath kerb (size 380 x 300 x150 mm) 5000 177.75 rmt

f central verge (size 380 x 300 x 200 mm) 4500 390 rmt

Supplying, labour for Transportation of

recycled products manufactured by Amdavad

Enviro project pvt ltd (AEPPL) incl loading

from product manufacturing site and

unloading at diff. site or AMC road stores

comp. as directed by engineer in charge.

a Labour charges - Mazdoor (Male, Female) 159 493 No.

Signature of Bidder Page 13 of

Ahmedabad Municipal Corporation

Hiring of Tractor with trolley considering

hrs. as working day hours incl. Driver

Transportation of recycled products

manufactured by Amdavad Enviro project pvt

ltd (AEPPL) incl loading from product

manufacturing site and unloading at diff. site

or AMC road stores comp. as directed by

engineer in charge.

Seal and Signature of the Bidder Add City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 14 of