Repairing, Renovation and maintanance work Rain Basera in Shahibaug Ward.

Name of work: bægÍtulbtk ytJuj Ntnectd Jtuzobtk htuz Mxtuhle ctswbtk ytJuj hulcmuht lwk hevuhed/heltuJuNl/buLxulLm fhJtlt

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

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 bægÍtulbtk ytJuj Ntnectd Jtuzobtk htuz Mxtuhle ctswbtk ytJuj hulcmuht lwk

hevuhed/heltuJuNl/buLxulLm fhJtlt ftb ctc<.

2 Estimated Tender Amount

Rs. 34,93,068.92 (exclusive of GST). GST will be paid extra

by AMC/Authority at prevailing rate to the contractor

3 Tender fee Rs.

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

4 Time Limit 18 Months

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

Documents loaded mentioned AS PER TENDER NOTICE INVITED

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

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

7 Earnest Money Deposit Rs.34,931.00(Demand Draft / pay order / Bank Guarantee in favour of

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

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

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

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

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

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

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

physically along with the Physical Submission when applicable.

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

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

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

Sardar Patel Bhavan, Danapith, Ahmedabad-380001.

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

non responsive and shall be summarily rejected.

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

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

website as per Schedule mentioned in Notice inviting

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

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

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

Schedule mentioned in Notice inviting Tender.

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

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

be entertained under any circumstances.

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

rate in 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 /

Signature of Bidder Page 1 of

Ahmedabad Municipal Corporation

pay order / Bank Guarantee in favour of Municipal Commissioner,

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

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

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

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

days beyond Date of completion of work.

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

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

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

charged by AMC.

15 Deductions from Running

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

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

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

deducted from each running bill.

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

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

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

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

said Tender and bound to bidder with out any condition.

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

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

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

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

shall be considered non-responsive.

Seal and Signature of the Bidder Deputy City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 2 of

Ahmedabad Municipal Corporation

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

TENDER DECLARATION FORM

Deputy City Engineer

Ahmedabad Municipal Corporation,

Name of Work:- bægÍtulbtk ytJuj Ntnectd Jtuzobtk htuz Mxtuhle ctswbtk ytJuj hulcmuht lwk hevuhed/heltuJuNl/buLxulLm fhJtlt ftb

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

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

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

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

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

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

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

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

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

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

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

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

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

and take necessary action as deemed fit.

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

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

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

Security Deposit as provided for in the aforesaid documents.

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

with conditions in the aforesaid documents.

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

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

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

than one tender.

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

of opening of the tender.

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

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

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

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

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

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

Signature of Bidder Page 3 of

Ahmedabad Municipal Corporation

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.

Yours faithfully

Seal and Sign of Contractor

Signature of Bidder Page 4 of

Ahmedabad Municipal Corporation

INSTRUCTIONS TO BIDDERS

1. Scope of Bid

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

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

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

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

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

2.0 Source of Funds

Ahmedabad Municipal Corporation has arranged the fund for this project.

3.0 Eligible Bidders

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

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

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

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

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

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

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

4.0 Qualification of the Bidder

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

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

5.0 DISQUALIFICATION

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

disqualified if they have,

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

submitted in proof of the qualification requirements; and/or

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

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

debarring from AMC work etc.

• Tampered the bid document in any manner.

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

purpose of restricting competition.

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

advisors in any manner whatsoever.

• Proposal not submitted in accordance with this tender.

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

commercial terms.

• The bidder qualifies the proposal with his own conditions.

• Proposal is received after due date and time.

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

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

before the due date of opening.

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

Signature of Bidder Page 5 of

Ahmedabad Municipal Corporation

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

in case of other language adopted for tender preparation.

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

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

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

• Any condition which affect the cost.

• If it is joint venture.

5.1 Debarment / Black listing

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

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

decided by the Employer.

6.0 Cost of Bidding

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

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

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

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

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

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

Bidder's own expense.

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

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

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

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

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

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

claim shall be entertained for the same.

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

claim shall be entertained for the same.

B. BIDDING DOCUMENTS

9.0 Content of Bidding Documents

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

1. Notice inviting e-Tender

2. Special conditions of Contract

3. Instructions to Bidders

4. Qualification Information

5. Conditions of Contract

6. Technical Specifications

7. Forms of Bid

8. Bill of Quantities

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

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

with the requirements of bid documents shall be at the bidder’s own risk. Bids which are not

substantially responsive to the requirements of the bid documents shall be rejected.

10.0 Amendment of Bidding Documents

Signature of Bidder Page 6 of

Ahmedabad Municipal Corporation

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

• 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

Signature of Bidder Page 7 of

Ahmedabad Municipal Corporation

15.0 Bid Validity

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

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

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

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

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

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

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

period of the extension.

16.0 Earnest Money / Bid Security

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

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

Commissioner, Ahmedabad valid for 120 days.

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

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

Signature of Bidder Page 8 of

Ahmedabad Municipal Corporation

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

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

as promptly as possible.

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

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

signed the agreement.

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

Agreement and furnished the required security deposit.

16.7 The Bid Security shall be forfeited,

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

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

(i) sign the Agreement; or

(ii) Furnish the required security deposit.

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

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

guarantee shall be of Ahmedabad City only.

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

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

Union, where executed.

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

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

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

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

under the seal of the Bank.

D. SUBMISSION OF BIDS

17.0 Sealing and Marking of Bids

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

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

marked as follows:-

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

Signature of Bidder Page 9 of

Ahmedabad Municipal Corporation

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

responsibility for the misplacement or premature opening of the bid.

18.0 DEADLINE FOR SUBMISSION OF THE BID

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

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

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

holiday for the Employer, the Bids will be received up to the appointed time on the next working

day. The Bidder is further required to submit Documents in Physical Form on or before the Bid

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

Assistant Manager- Central Zone,

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

Danapith, Ahmedabad-380001.

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

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

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

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

connection or any other technical reason.

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

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

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

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

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

returned unopened to the bidder.

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

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

Signature of Bidder Page 10 of

Ahmedabad Municipal Corporation

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

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

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

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

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

be charged by AMC.

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

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

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

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

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

discontinuity of the bank guarantee.

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

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

value of contract.

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

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

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

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

and conditions of the tender.

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

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

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

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

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

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

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

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

extended/renewed, and furnish these to the Engineer-in- Charge one month before the expiry

date of the aforesaid Guarantees originally furnished failing which the existing Bank Guarantees

shall be invoked by the Engineer – in – charge. Also in case of any deficit in securities on any

account as might occur or is noticed, the Contractor shall forthwith recoup/replace the same with

acceptable Security Deposit.

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

are not completed in all respects.

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

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

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

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

office within 15 days of LOA.

23.0 Advance Payment and Security

The Employer will not provide any advance payment.

24.0 Dispute Review Expert

Signature of Bidder Page 11 of

Ahmedabad Municipal Corporation

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

 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 Deputy City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 12 of

Ahmedabad Municipal Corporation

GENERAL CONDITIONS OF CONTRACT

1.0 Liquidated Damages

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

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

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

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

and all latest Circulars shall be applicable.

2.0 Retention Money

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

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

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

3.0 Subcontracting

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

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

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

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

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

contract or supply of material or engagement of labour.

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

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

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

only if their qualifications, abilities, and relevant experience are substantially equal to or better

than those of the personnel listed in the Schedule.

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

misconduct or inadequacy of technical skills and experience, who is a member of the Contractor’s

staff or his work force, the Contractor shall ensure that the person leaves the Site within seven

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

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

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

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

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

site facilities to be created by him at his cost for the execution of work. The Owner shall in no way

be responsible for any delay on this account and no claim on this account whatsoever shall be

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

prevailing labour Laws.

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

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

safety is avoided all the time in respect of,

Safety of the works

Signature of Bidder Page 13 of

Ahmedabad Municipal Corporation

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

him for the works

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

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

• Any authorized third party persons on the site.

• Contractor’s plant and equipment

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

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

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

the public or other.

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

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

consequence of his method of operation.

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

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

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

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

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

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

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

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

damage is caused to any structure due to scaffolding.

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

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

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

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

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

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

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

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

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

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

of legal matters shall be borne by contractor.

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 every kind.

Signature of Bidder Page 14 of

Ahmedabad Municipal Corporation

A. COST CONTROL

8.0 Bill of Quantities

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

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

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

only quantities calculated after taking measurements of executed work. The rate stated in the

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

jointly with the authorized representative of the Engineer and all particulars required by the

representative of the Engineer shall be supplied by the contractor.

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

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

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

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

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

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

 Omit any such work,

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

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

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

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

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

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

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

be borne by the Contractor.

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

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

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

same order of priority.

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

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

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

quantity 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.

Signature of Bidder Page 15 of

Ahmedabad Municipal Corporation

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

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

incidental works.

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

taken at 10 % of the final rate derived.

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

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

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

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

Employer, the Contractor, and the Engineer.

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

avoided by giving early warning.

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

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

Contractor the amounts certified by the Engineer.

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

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

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

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

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

11.4 All payments shall be made in Ahmedabad.

12 Taxes and duties

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

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

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

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

accordance with the applicable law.

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

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

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

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

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

Contractor shall arrange to give all notices required by any authority and to pay to such authority

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

shall also adhere to all traffic restrictions notified by the local authorities. He shall protect and

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

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

or his authorized representatives. Nothing extra shall be payable on these accounts.

13.0 Labour Welfare Cess

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

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

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

Signature of Bidder Page 16 of

Ahmedabad Municipal Corporation

14.0 Currencies

All payments shall be made in Indian Rupees.

15.0 Advance Payment

No Advance Payment shall be made.

16.0 Cost of Repairs

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

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

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

B. FINISHING THE CONTRACT

17.0 Completion

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

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

18.0 Termination

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

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

(b) Without reasonable excuse fails –

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

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

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

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

having received.

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

performance of his obligation under the contract.

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

permission of the engineer.

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

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

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

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

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

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

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

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

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

Employer, under the contract or otherwise.

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

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

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

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

fundamental breach of the Contract.

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

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

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

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

reconstruction or amalgamation;

(c) The contractor fails to fulfill requirements;

Signature of Bidder Page 17 of

Ahmedabad Municipal Corporation

(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

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

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

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

including all materials and plant and equipment existing there upon.

19.0 Contractor's own responsibility

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

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

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

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

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

20.0 Overpayment & Underpayment

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

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

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

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

sum due to the contractor with the Municipal Corporation (which may be available with Municipal

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

Corporation reserves the right to carry out post payment audit and technical examination of the

final bill including all supporting vouchers, abstracts, etc.

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

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

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

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

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

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

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 18 of

Ahmedabad Municipal Corporation

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

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

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

in the best interest of the A.M.C.

22.0 Dispute to be referred to Arbitrator

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

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

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

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

accordance with the arbitration and conciliation Act.

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

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

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

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

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

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

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

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

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

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

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

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

in respect of such materials.

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

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

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

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

The reference to arbitration proceeding under this clause shall not:

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

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

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

execution of the work or any part thereof.

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

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

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

Signature of Bidder Page 19 of

Ahmedabad Municipal Corporation

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

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

23.0 Drawings and Photographs of the Works

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

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

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

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

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

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

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

without the approval of the Engineer in writing.

Seal and Signature of the Bidder Deputy City Engineer

Date: Ahmedabad Municipal Corporation

Signature of Bidder Page 20 of

Ahmedabad Municipal Corporation

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Signature of Bidder Page 21 of

Ahmedabad Municipal Corporation

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

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

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

MJefthJtbtk ytJNu lne.

(9) rJmkdr< ylu rnmtc stud:

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

Cwjawf leault rlgbtu ylwmth mhCh fhJtbtk ytJNu.

Signature of Bidder Page 22 of

Ahmedabad Municipal Corporation

(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

(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

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

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

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

ftgoJtne fhJtbtk ytJNu.

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

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

juFu (jefJezexe zubuSm) vulÕxe Jmwj fhJtbtk ytJNu.

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

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

ftb «btKu yk>ts hfb Bþsc mbgbgto>t dKtNu.

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

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

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

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

(11) y:- awfJKe:-

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

Signature of Bidder Page 23 of

Ahmedabad Municipal Corporation

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

ægtlbtk juJtNu lnek ylu xuLzh Chlth Ftuxe hswyt<lu fthKu y&Jt ftuR Ôgrf<yu (vAe<u

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

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

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

y&Jt <ubtk&e WCt &<t ftuR stuFb fu sJtc>thebtk&e Axfe NfNu lnek. m>h ftbbtk ftuR vK

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

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

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

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

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

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

ytvJtbtk ytJNu.

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

ftuLx[tfxhlt cejbtk&e fvt< fhJtbt ytJNu.

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

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

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

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

(yu) yufb ylu f>:-

(2) xuLzh VtuboLþk CtJvºtf

(3) MvuNeVefuNl

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

(2) xuLzh Vtubole yLþMþra-ce

(3) MvuNeVefuNl

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

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

fhJtbkt ytJuj rlKog ykr<b dKJtbkt ytJNu.

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

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

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

Signature of Bidder Page 24 of

Ahmedabad Municipal Corporation

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

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

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

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

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

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

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

bsqhlu Ftztbtk W<thNu <tu ftuLx[tfxh s vtujem Vrhgt>bt sJtc>th hnuNu ylu

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

ChJwk. bswhtultu rJbtu vK W<thJtu.

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

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

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

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

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

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

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

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

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.

Signature of Bidder Page 25 of

Ahmedabad Municipal Corporation

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

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

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

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

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

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

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

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

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

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

(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

(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 su <u mûtbm<tle yjd yjd ykkœtsle bkkswhe

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

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

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

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

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

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

yufhthlwk Vtubo

Signature of Bidder Page 26 of

Ahmedabad Municipal Corporation

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

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

M&trlf vrhrM&r<le ò<-btne<e bu¤Je Au.

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

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

ftuLx[tfxhle mne ylu rmfft

Material & Technical Specifications

Standard norms for quality control

Sr Test Frequency of tests Acceptance Criteria

a) Setting time initial 50 -100 T- 2 sample Not less than 30 minutes

final 100-200 T-3 sample Not more than 600 minutes

200-300 T-4 sample

Signature of Bidder Page 27 of

Ahmedabad Municipal Corporation

Sr Test Frequency of tests Acceptance Criteria

b) Fineness by Sieve 1 in 5 samples 90% passed from 90 micron sieve

c) Consistency One sample Above 30 percent

(Each sample as

d) Compressive One sample 160 kg / cm2 for OPC & PPC on third day

strength (Each sample as

220 kg / cm2 for OPC & PPC on seventh day

310 kg / cm2 for OPC & PPC on twenty eight day

e) Fineness test 1 in 5 samples 2250 kg/Cm2 and above for OPC FOR PPC

through Specific kg/Cm2

f) Chemical Analysis 1 in 5 samples Mgo less than 6 percent

IS 4032-986 SO3 less than 2.75 percent

less on ignition up to 5 percent

a) Silt Content 1sample of 10 kg Up to 3 percent

b) Fineness modulus - Do- Specification as per specified standard. No sand of

fourth zone shall be used.

3 Kapachi - Grit for

Bituminous work

a) Gradation 1/200 m3

b) Flakiness index 1/200 m3 Max 30 %

c) Impact 1/100 m3 Max 30 %

d) Abrasion 1/100 m3 Max 35 %

e) Bit. Extraction 100 MT - 1 0.80 to 4 %

f) Bitumin (penetration 100 MT -

g) Stripping value 50 -100 m3 one test Max. 25 %

3 Kapachi - Grit for

Building work As per IS 183-1970 standards

a) Gradation 2 test / Season As per relevant specifications provision

b) Impact 2 test / Season wearing surface overlaid surface (IS18.5-1972)

c) Abrasion 2 test / Season 30 % 5%

d) Soundness 2 test / Season Loss with Loss with

a) Efflorescence 20 bricks out of Moderate

32 bricks out of

Signature of Bidder Page 28 of

Ahmedabad Municipal Corporation

Sr Test Frequency of tests Acceptance Criteria

50 bricks out of

b) Water absorption -DO- Less than 20 Percent

c) Compressive -DO- Minimum average 35 Kg/cm2 & individual result may

strength fall below up to 20 percent

5 Cement Concrete

flooring/Mosaic

a) Water absorption 6 tiles /2000 tiles Maximum 10 percent

b) Transverse strength 12 tiles /2000 tiles Wet Dry

c) Abrasion 6 tiles /2000 tiles Average wear shall not exceed 3.5 mm

6 Water Chemical Once for approval

Analysis source

b) Chlorides " 2000 mg/L (PCC) & 500 mg/L for RCC

c) Organic (matter) " 200 mg/L Max.

d) Inorganic (matter) " 3000 mg/L Max.

e) Sulphate (mg/L) " 500 mg/L Max.

f) TDS " 2000 mg/L Max.

7 Cement Concrete As per IS 456-2000 Grade Specified characteristic cube

cubes ordinary and designation compressive strength.

controlled concrete At 28 days N/mm2

work No. of M10

add sample for M40

each 50 m3 part

ordinaryand suces /60m3 each Average compressive strength of each day should

controlled concrete for 7 and 28 days not be less than specified strengths subject to that

for road bridge further that every 20% cubes per day (i.e.) 1 per 5 may fall below

day for first six days specified strength up to its 85 percent.

and once in three

days there after.

Signature of Bidder Page 29 of

Ahmedabad Municipal Corporation

Sr Test Frequency of tests Acceptance Criteria

a) TMT bars 1 test / 40MT Fe-415 Quenched and Tempered (TMT) bars of

different diameters satisfying IS : 1786, with Yield

stress > 415 N/mm22 , Tensile strength > 485 N/mm2

And elongation more than 14.5%

b) steel for general Gr.A Fe410 WS 410 N/mm2

structural purpose (All size)

specification IS Gr.B. Fe410 WB 410 N/mm2

2062-1992 (All size)

c) steel wires for 8.0 140 Kg/mm2

prestressed consete 7.0 150 Kg/mm2

IS 1785 part-1 19 lab 5.0 160 Kg/mm2

85 % the minimum specific tensiled strength

9 Teakwood As per LOT

e) Moisture cement

10 All Other Material As suggested by

Consultant/EIC/ TPI

as per relevant IS

NOTE: 1) Tests as may be directed by Engineer in charge as shown above shall have to be conducted

2) Above mentioned all the tests of the materials and others shall be carried out for in

construction of each and every different lot in External Laboratory.

Seal and Signature of the Bidder Deputy City Engineer

GENERAL MATERIAL SPECIFICATIONS FOR BRAND NAMES TO BE USED FOR THE EXECUTION WORKS

Signature of Bidder Page 30 of

Ahmedabad Municipal Corporation

SCHEDULE OF MAKE FOR CIVIL WORK

CEMENT (OPC/PPC) :Ultratech (53 Grade), Siddhi, JK Laxmi, Hathi , Ambuja,

Binani, Sanghi only. Samples of cement arranged by the

Contractor shall be taken by the Engineer-in-Charge and got

tested in accordance with provisions of the relevant BIS

codes. In case test results indicate that the cement arranged

by the Contractor does not conform to the relevant BIS codes,

the same shall stand rejected and shall be removed from the

site by the Contractor at his own cost within three days.

TMT REINFORCEDMENT : Electrotherm, Tata , Sail , Vizag , Kamdhenu Ispat,

Sulekhram, or equivalent as approved by consultant or

competent authority The Contractor shall have to obtain and

furnish test certificates to the Engineer-in-Charge. The

Contractor shall have to obtain and furnish test certificates to

the Engineer-in-Charge in respect of all supplies of steel

brought by him to the site of work. Samples shall also be

taken and got tested by the Engineer-in- Charge as per the

provisions in this regard in the relevant BIS codes. In case the

test results indicate that the steel arranged by the Contractor

does not conform to BIS codes, the same shall stand rejected

and shall be removed from the site of work within three days.

BRICK : Compressive strength Avg. 35 KG. Per sq.CM.

SAND : As per Mix design for concrete work or zone-II.

For Masonary and plaster work zone – III

COURSE AGGREGATE : Sevaliya or Equivalent, Approved quarry

FINISHING /PAINT:

ACRYLIC EMULSION PAINT : ASIAN,BURGER,NEROLAC or equivalent as

approved by competent authority

WATHER COAT : ASIAN,BURGER,NEROLAC or equivalent as approved

Signature of Bidder Page 31 of

Ahmedabad Municipal Corporation

by competent authority

SYNTHETIC ENEMAL : ASIAN,BURGER,NEROLAC or equivalent as approved

by competent authority

ANTI-INSECT PAINT : PEDIOLITE or equivalent as approved by competent

VITRIFIED GRANAMITE TILES : BONZER ,ASIAN, EURO, JOHNSON or equivalent as

approved by competent authority

GLAZED AND CERAMIC TILES : BONZER,SUNHEART,ASIAN,EURO,SOMANY,

KAJARIA or equivalent as approved by competent authority

WALL TILES : SOMANY, JOHNSON, ASIAN or equivalent as approved by

competent authority

PAVER TILES : VYARA, ALKOK or equivalent as approved by competent

POLYMER BONDING : FOSROC, ROFF, BASF, SIKKA, ZUPA or

equivalent as approved by competent authority

POLYPOPYLENE FIBER

REINFORCEMENT: : FOSROC, ROFF, BASF, SIKKA, ZUPA or

equivalent as approved by competent authority

All the Material to be approved and tested as per latest relevant IS, prior to execution the work

Material not mentioned in above list should confirm to latest relevant IS revision

Seal and Signature of the Bidder Deputy City Engineer

MATERIAL SPECIFICATION

Signature of Bidder Page 32 of

Ahmedabad Municipal Corporation

Materials shall be of the best approved quality obtainable and they shall comply with the

respective latest Indian Standard Specifications.

i. Samples of all materials shall be got approved before placing order and the

Approved Sample shall be deposited with Architect.

ii. In case of non-availability of materials in metric size in FPS units shall be

Provided with the prior approval of the A.M.C. for which neither extra will be

paid nor shall any rebate be recovered.

iii. If directed, materials shall be tested in any Government approved Testing Laboratory and the

test Certificate in original shall be submitted to the Architect and the entire charges connected

with testing including charges for testing for repeated tests if ordered, shall be borne by the

iv. It shall be obligatory for the Contractor to furnish certificate, if demanded by

Architect, from manufacturer or the material supplier that the work has been carried out by

using their material and as per their recommendations.

v. All materials supplied by the Employer/ any other specialist firms shall be

Properly stored and the Contractor shall be responsible for its safe custody

Until they are required on the works and till the completion of the work.

vi. Unless otherwise shown on the Drawings or mentioned in the "Schedule of

Quantities or Special Specifications, the quality of materials, workmanship, dimensions etc. Shall

be as specified hereinunder.

vii. All equipment and facilities for carrying out field tests on materials shall be

Provided by the Contractors without any extra cost,

viii. Wherever the specifications/brand of items vary, superior of the two shall be

Followed for which the AMC’s decision will be final and binding.

Material Specification can be Available from

Source: Gujarat Book Stores (P) Ltd. B-20, District shopping center, sector21,

TECHNICAL SPECIFICATION

DETAILED GENERAL TECHNICAL SPECIFICATIONS FOR BUILDING WORKS

Book Section Building Items Book Page No.

4 Excavation 14 to

5 Plain R.C.C. works 17 to 24A

Signature of Bidder Page 33 of

Ahmedabad Municipal Corporation

6 Brick Masonry Works 25 to

7 Stone Masonry Works 29 to

9 Centring and formwork 31 to

10 Wood work, Doors and Windows 33 to

11 Steel shutters, Windows, Ventilators 39 to

12 Lab.for fixing fixtures and fastenings 42 to

14 Paving and Floor Finishes 45 to 49A

15 Roof Covering 50 to

16 Ceiling and Lining 53 to 53F

17 Plastering and Pointing 54 to 55A

18 White washing and Distempering 56 to

19 Painting and Polishing 60 to

20 Demolition and Dismantling 64 to

21 Repairs to Buildings

22 Miscellaneous Buildings 67 to

23 Water Supply, plumbing and Sanitary Fittings 69 to

24 Drainage and Sewerage 75 to

Source: Gujarat Book Stores (P) Ltd. B-20, District shopping center, sector21,

TECHNICAL SPECIFICATIONS:

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

STANDARD DETAILED TECHNICAL SPECIFICATION OF ITEMS

Item No. 01: 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. & (b) 1.5 to

The land width required for the road way, gutter side slopes and catch water gutters shall

be cleared of all trees having a girth of 30 cms. and less loose, stones, vegetation, bushes, stumps

and all other objectionable materials. The roots of trees and stumps shall be removed to a depth

Signature of Bidder Page 34 of

Ahmedabad Municipal Corporation

of 30 cms below the grade formation and slopes and excavation filled up with excavated

materials and compacted. All the materials cleared will be the property of government. Useful

materials shall be arranged in convenient stacks along the road boundary or as directed at places

within 50 mts. Lead, and handed over to the department in convenient sections. Unsuitable

material shall be burnt or otherwise disposed off by the contractor at his own cost without

causing any nuisance, inconvenience or damage to the work, property or people in the

neighborhood. If the materials are to be disposed off outside the road land, necessary permission

from the private land owners shall be taken by the contractor and royalty etc. If any paid by him

without claiming compensations. In all cases, the materials shall be disposed off in a neat

1. After clearing the site, the alignment of the road shall be properly set out true to lines, curves

slopes, grades and sections as shown on the plans or directed by the Engineer-in-charge. The

contractor shall provide all labour and materials such as lime, strings, pegs, nails, bamboos,

stones mortar, concrete etc. required for setting out alignment establishing bench marks and

giving profiles. The contractor shall be responsible for maintaining the B. Ms. Profiles alignments

and other stakes and marks as long as they are required for the work in the opinion of the

Engineer. If the contractor defaults in this respect even after the direction by the Engineer within

the specified time, they may be restored by the Engineer at the levels etc. if there is any

disagreement the contractor shall inform of it in writing to the officer concerned with the specific

reference to the sections before starting further work. Once the work has started, no cognizance

of any complaint shall be taken. Merely not signing of the book shall not be deemed as

2. Profiles of the section including the road side gutters to be excavated shall be laid at suitable

intervals of 10 m to 50 m or other intervals as directed by Engineer to conform to the curved or

straight alignment, sections, grades and side slopes. The line out shall be clearly marked and

profiles of embankments where excavated materials are to be used shall be set up with the toe

line marked on each side. The road way section shall first be excavated with vertical side for each

lift and the sides slopes for that lift shall be excavated in steps. These steps shall be smoothened

to the required slope when the excavation reaches the road formation. The contractor shall on no

account excavate beyond the slopes or below the specified grade unless so directed by the

Engineer in writing. If excavation is done below the specified level or outside the section, it shall

not be paid for and the contractor shall be required to fill up at his own cost such extra

excavation in the road portion, with approved materials of the embankment grade in layers,

watered and fully compacted to attain maximum density laid down for the embankment in its

relevant item. The Engineer may require measurement ridges and dead man to be left at

specified intervals or places and kept intact till ordered to be removed for the purpose of check

measurements. The excavation shall be finished neatly, smoothly and evenly to the correct lines,

curves, grades if loose shall be scarified, watered and compacted to the same density as the

embankment. The section, side slopes and catch water gutter shall be maintained by the

contractor at his own cost in such a way that the formation and gutters will be drained by

providing for necessary diversions etc, and not damaged due to obstruction of any drainage.

Necessary passage shall be provided for leading away seepage, springs, surface respect, he shall

make good the damage at his own cost. If it is necessary in the execution of the work to interrupt

existing surface drainage, irrigation channels, sewers or under drainage, temporary arrangements

shall be provided till such time as is necessary. The contractor at his own cost shall make the

existing works or work in hand caused as a result of his operations or negligence shall be made

good by the contractor at his own cost. Road side gutters shall be excavated to the specified

sections and shall be measured along with the main cutting in cubic meters.

3. If slides occur in the cutting they shall be removed as ordered by the Engineer. If finished slopes

slide into the roadways before the final acceptance of the work, such slides shall be removed by

the contractor and shall be paid for at the contract rate for the class of excavation involved

provided the slides are not due to any negligence of the contractor. The classification of the

Signature of Bidder Page 35 of

Ahmedabad Municipal Corporation

materials in slides shall conform to its conditions at the time of removal and payment made

accordingly regardless of its prior condition. Care shall be taken to see that excavation is arranged

in a safe way so that there will be no risk to the workmen by slides, falling materials, boulders and

collapsing sides etc.

4. If there is traffic nearby or if there are towns and villages in the neighborhood, barricades and or

traffic signals shall be provided day and night for the work in such a way as to prevent accidents.

Warning signals shall be displayed at 7 mt. from the danger point on both sides giving sufficient

warning. If necessary, signalers shall be stationed at each end to regulate traffic where it is heavy.

Measures shall be taken to see that the excavation does not affect or damage adjoining

structures or property. If there is damage to property, injury to workers, the members of the

public, animals etc., due to the negligence of the contractor, he will be responsible and liable to

all the consequence including compensation.

5. All the excavated materials shall be property of Government. When the useful excavated

materials are to be used in embankment within a lead of 200 meter and all lift, it shall be directly

deposited at the required location in specified layers. No handling or conveyance charges shall be

paid if the material is temporarily deposited elsewhere and subsequently conveyed to site of

deposition. The sequence of operations at convenient places, without interfering with the

drainage in any way. If no Government land is available but the excavated useful stuff is to be

stacked temporarily before use under the same agreement, the contractor shall make his own

arrangements for the stacking of this material not required for use on embankment or unsuitable

materials may be used on his own to uniformly widen embankment to flatten slopes and to fill

low places in the road land, if so permitted by the Engineer. Material not required for any use

whatsoever may be disposed off by the contractor within 3m from the top edge of slope or toe of

the bank. The lead shall be measured from the junction point of cutting and embankment up to

200 mt. on either side.

6. If the contractor does not wish to utilize the quantity of cutting within the specified lead for any

reason, then he may do the embankment work with the earth from other sources (except borrow

pits in the length of the road where cutting stuff is to be utilized) but in that case the full or part

quantity on acceptable quality stuff for which payment is made or to be made will be deducted

from the net quantity of the earth work in the embankment arrived at, which the chainage

measured as above.

7. The Contract rate shall be a unit of one cubic meter for the start mentioned in the wording of the

item of excavation acceptably completed, limited to the dimensions shown on the plans or as

directed by the Engineer. Excavation shall be measured in its original positions by taking cross

sections before the work starts and after it is entirely completed. The quality shall be worked by

the average end area method. When the classification of the strata changes, the contractor shall

bring this to notice of the Engineer, who will then verify and if necessary take levels for the

changed strata for purpose of measurement.

(b) In Spoil Bank: Specification shall be as per Item 2(a) except that the excavated stuff

shall be deposited in spoil Bank instead of using same in road embankment.

The Mode of measurement and rate shall be given as per one cubic meter basis.

ITEM NO.2 FILLING AVAILABLE EXCAVATED EARTH (EXCLUDING ROCK) IN TRENCHES, PLINTH, SIDES OF FOUNDATIONS ETC. IN

LAYERS NOT EXCEEDING 20 CM. IN DEPTH CONSOLIDATION EACH DEPOSITED LAYER BY RAMMING AND WATERING.

The Mode of measurement and rate shall be given as per Cmt. basis

FOR DETAILED SPECIFICATION REFER R & B DEPT. BOOKLET FOR GENERAL TECHNICAL SPECIFICATION FOR BUILDING

WORKS, SECTION. NO. 4.12, PAGE NO.

Signature of Bidder Page 36 of

Ahmedabad Municipal Corporation

ITEM NO.3: P ROVDG. & LAYING CEMENT CONCRETE 1:5:10 (1 CEMENT : 5 FINE SAND : 10 GRADED BRICK AGGREGATES 40 MM

NOMINAL SIZE ) AND CURING COMPLETE , EXCLUDING COST OF FORM WORK IN ( A) F OUNDATION AND P LINTH

FOR DETAILED SPECIFICATION REFER R & B DEPT. BOOKLET FOR GENERAL TECHNICAL SPECIFICATION FOR BUILDING WORKS,

SECTION . NO . 1.01, PAGE NO.

ITEM NO.04: PROVIDING & LAYING CEMENT CONCRETE 1:4:8 (1 CEMENT : 4 COARSE SAND : 8 HAND BROKEN

STONE AGGREGATES 40 MM NOMINAL SIZE ) AND CURING COMPLETE EXCLUDING COST OF FORM WORK IN

FOUNDATION AND PLINTH

W ATER SHALL CONFORM TO M-L. CEMENT SHALL CONFORM TO M-4. S AND SHALL CONFORM TO M-8. STONE

40 MM. NOMINAL SIZES SHALL CONFORM TO M-6.

RELEVANT SPECIFICATIONS OF ITEM NO. 15.3.2. SHALL BE FOLLOWED EXCEPT THAT CEMENT CONCRETE SHALL BE MIXED IN

THE PROPORTION OF 1 : 4 : 8 BY VOLUME.

MODE OF MEASUREMENT AND PAYMENT:

THE CONCRETE SHALL BE MEASURED FOR ITS LENGTH, BREADTH AND DEPTH, LIMITING DIMENSIONS TO THOSE SPECIFIED ON

PLANS OR DIRECTED.

THE RATE SHALL BE FOR A UNIT OF ONE CUBIC METRE.

ITEM NO.05 & 6 P ROVIDING & LAYING CEMENT CONCRETE 1:3:6 (1 CEMENT : 3 COARSE SAND : 6 HAND BROKEN

STONE AGGREGATES 40 MM NOMINAL SIZE ) AND CURING COMPLETE EXCLUDING COST OF FORM WORK IN

FOUNDATION AND PLINTH

W ATER SHALL CONFORM TO M-L. CEMENT SHALL CONFORM TO M-3. S AND SHALL CONFORM TO M-6. STONE

40 MM. NOMINAL SIZES SHALL CONFORM TO M-4.

RELEVANT SPECIFICATIONS OF ITEM NO. 15.3.2. SHALL BE FOLLOWED EXCEPT THAT CEMENT CONCRETE SHALL BE MIXED IN

THE PROPORTION OF 1 : 3 : 6 BY VOLUME.

MODE OF MEASUREMENT AND PAYMENT:

THE CONCRETE SHALL BE MEASURED FOR ITS LENGTH, BREADTH AND DEPTH, LIMITING DIMENSIONS TO THOSE SPECIFIED ON

PLANS OR DIRECTED.

THE RATE SHALL BE FOR A UNIT OF ONE CUBIC METRE.

ITEM NO .7 ( A) TO (C) & 8,10,11, 46 & 47 P ROVIDING AND LAYING CEMENT CONCRETE FLOORING 1:2:4 (1 CEMENT:

COARSE SAND: 4 GRADED STONE AGGREGATE 20 MM . NOMINAL SIZE ) LAID IN ONE LAYER FINISHED WITH A FLOATING COAT OF NET

(A) 40 MM. THICK.

Signature of Bidder Page 37 of

Ahmedabad Municipal Corporation

1.0.M ATERIALS:

WATER SHALL CONFORM TO M-L. C EMENT SHALL CONFORM TO M-2. SAND SHALL CONFORM TO M-4. STONE AGGREGATE 20 MM.

NOMINAL SIZE SHALL CONFORM TO M-4.

C EMENT CONCRETE 1 : 2 : 4 PROPORTION MEASURED BY VOLUME SHALL CONFORM TO RELEVANT SPECIFICATION OR ORDINARY

GRADE 1 : 2 : 4 CONCRETE .

2.0. WORKMANSHIP:

2.1. THE CEMENT CONCRETE FLOORING OF 40 MM THICK (AVERAGE) IS TO BE LAID AS PER THE SITE CONDITION . THE CONCRETE

SHALL BE MIXED IN A MECHANICAL MIXER AT THE WORK . HAND MIXED MAY HOWEVER BE ALLOWED FOR SMALLER QUANTITIES OF

WORK AND IN CASE OF FAILURE OF MACHINES OR AS PERMITTED BY THE E NGINEER-IN - CHARGE . I T SHALL CARRIED OUT ON A WATER

TIGHT PLATFORM AND CARE SHALL BE TAKEN . TO ENSURE THAT MIXING IS CONTINUED UNTIL THE MASS IS UNIFORM IN COLOUR AND

CONSISTENCY. HOWEVER, IN SUCH CASES 10% MORE CEMENT THAN OTHERWISE REQUIRED SHALL HAVE TO BE USED WITHOUT ANY

EXTRA COST . THE MECHANICAL MIXING SHALL BE DONE FOR PERIOD OF 1/2 TO 2 MINUTES . T HE QUANTITY OF WATER SHALL BE JUST

SUFFICIENT OF PRODUCE A DENSE CONCRETE OF REQUIRED WORKABILITY FOR THE PURPOSE . F LOORING OF SPECIFIED THICKNESS

SHALL BE LAID IN ACCORDANCE WITH APPROVED PATTERN OR AS DIRECTED . F INISHING OPERATION SHALL START SHORTLY AFTER THE

CESSATION OF BEATING AND SHALL BE SPREAD OVER A PERIOD ONE TO SIX HOURS DEPENDING UPON THE TEMPERATURE AND

ATMOSPHERIC CONDITIONS . T HE SURFACE SHALL BE LEFT FOR SOME TIME TILL MOISTURE DISAPPEARS FROM IT . F RESH QUANTITY OF

CEMENT SHALL BE MIXED WITH WATER TO FORM A THICK SLURRY AND SPREAD OVER THE SURFACE WHILE THE CONCRETE IS STILL

GREEN . USE OF DRY CEMENT OR CEMENT AND SAND MIXTURE SPRINKLED ON THIS SURFACE TO STIFFEN THE CONCRETE OR ABSORB

EXCESSIVE MOISTURE SHALL NOT BE PERMITTED . T HE CEMENT SLURRY SHALL THEN BE PROPERLY PRESSED TWICE BY MEANS OF IRON

FLOATS , ONCE , WHENT HE SLURRY IS APPLIED AND THE SECOND TIME WHEN CEMENT STARTS SETTING AND FINISHED SMOOTH. THE

SURFACE SHALL BE MARKED WITH STRING OR B.R.C. FABRIC JALI TO MAKE THE SURFACE NON -SLIPPERY AS AND WHEN DIRECTED . THE

JUNCTION OF FLOORS WITH WALL PLASTER, DADO OR SKIRTING SHALL BE ROUNDED OFF WHERE SO REQUIRED UPTO 25 MM. RADIUS .

FLOORING IN LAVATORIES AND BATH ROOMS SHALL BE LAID AFTER FIXING OF WATER CLOSET AND SQUATTING PANS AND FLOOR

TRAPS WHICH SHALL BE PLUGGED WHILE LAYING THE FLOORS AND OPENED AFTER THE FLOORS ARE COMPLETED. ANY DAMAGE , DONE

TO WATER SUPPLY OR SANITARY FITTINGS DURING EXECUTION OF WORK SHALL BE MADE GOOD

2.2. AFTER THE FINAL SET, THE CONCRETE SHALL BE KEPT CONTINUOUSLY WET, IF REQUIRED BY PONDING FOR A PERIOD OF NOT LESS

THAN 7 DAYS FROM THE DATE OF PLACEMENT

2.3. THE FORM WORK SHALL BE PROVIDED IF NECESSARY AS DIRECTED BY THE ENGINEER-IN -CHARGE. C ONCRETING SHALL BE DONE

AS PER ALTERNATE BAY METHOD WITH NECESSARY CENTERING EITHER BY MASTIC OR CEMENT MORTAR AS DIRECTED.

3.0. MODE OF MEASUREMENTS & PAYMENT:

3.1. THE RATE SHALL INCLUDE THE COST OF ALL MATERIALS AND LABOUR INVOLVED IN ALL THE OPERATIONS DESCRIBED ABOVE. NO

DEDUCTION SHALL BE MADE OR EXTRA PAID FOR ANY OPENING UPTO 0.1 SQ . MT . I N AREA IN THE FLOOR, NOTHING EXTRA SHALL BE

PAID FOR LAYING THE FLOOR AT DIFFERENT LEVELS IN THE SAME ROOM OR THE COURTYARD .

3.2 T HE RATE SHALL BE FOR UNIT OF ONE CMT METRE.

ITEM NO.09 : P ROVIDING AND LAYING CONTROLLED CEMENT CONCRETE M-200 AND CURING COMPLETE, EXCLUDING THE COST

OF FORM WORK AND REINFORCEMENT FOR REINFORCED CONCRETE WORK IN :

(A) FOUNDATIONS, FOOTINGS, BASE OF COLUMNS, AND MASS CONCRETE.

(B) WALLS FROM TOP OF FOUNDATIONS/LEVEL UP TO FLOOR TWO LEVEL .

(C) SLABS, LANDING SHELVES, BALCONIES, LINTELS, BEAMS, GIRDERS, AND

CANTILEVER, UP TO FLOOR TWO LEVEL .

(D) C OLUMNS, PILLARS, POSTS, AND STRUTS, UP TO FLOOR TWO LEVEL .

(E) STAIRCASE UP TO FLOOR TWO LEVEL .

Signature of Bidder Page 38 of

Ahmedabad Municipal Corporation

(K) VERTICAL AND HORIZONTAL FINS UP TO FLOOR TWO LEVEL .

FOR DETAILED SPECIFICATION REFER R & B DEPT. BOOKLET FOR GENERAL TECHNICAL SPECIFICATION FOR BUILDING WORKS,

SECTION . NO . 5.8.2, PAGE NO. 39 .

ITEM NO.12,13 (A) TO (D) : BRICK WORK USING COMMON BURNT CLAY BUILDING BRICKS HAVING CRUSHING STRENGTH NOT

LESS THAN 35 KG/S Q . CM . IN FOUNDATIONS AND PLINTH IN CEMENT MORTAR (B) CONVENTIONAL 1:6 (1 CEMENT : 6 FINE SAND)

(A) IN FOUNDATION & P LINTH

(B) SUPER STRUCTURE

(C)ABOVE FLOOR TWO LEVEL

FOR DETAILED SPECIFICATION REFER R & B DEPT. BOOKLET FOR GENERAL TECHNICAL SPECIFICATION FOR BUILDING WORKS,

SECTION . NO . 6.13, PAGE NO.

ITEM NO.14 & 15 I. H ALF BRICK MASONRY IN COMMON BURNT CLAY BUILDING BRICKS HAVING CRUSHING STRENGTH NOTE LESS

THAN 35 K G/S Q. CM . IN CEMENT MORTAR 1:4 (1 CEMENT : 4 COARSE SAND) IN S UPER S TRUCTURE UPTO FLOOR TWO LEVEL .

FOR DETAILED SPECIFICATION REFER R & B DEPT. BOOKLET FOR GENERAL TECHNICAL SPECIFICATION FOR BUILDING WORKS,

SECTION . NO . 6.31, PAGE NO.

ITEM NO.16 : P ROVIDING FORM WORK IN ORDINARY TIMBER PLANKING SO AS TO GIVE A ROUGH FINISH INCLUDING CENTERING,

SHUTTERING, STRUTTING AND PROPPING ETC. HEIGHT OF PROPPING AND CENTERING BELOW SUPPORTING FLOOR TO CELLING NOT

EXCEEDING 4 M & REMOVAL OF THE SAME FOR IN SITU REINFORCED OR PLAIN CONCRETE WORK IN

(A) FOUNDATION , FOOTINGS, BASES OF COLUMNS ETC. AND MASS CONCRETE.

(B) FLAT SURFACE SUCH AS SOFFITS OF SLABS, LANDING AND THE LIKE

(1) FLOORS ETC. UPTO 200 MM IN THICKNESS.

(2) FLOORS ETC. ABOVE 200 MM IN THICKNESS.

(C) VERTICAL SURFACES SUCH AS WALLS (ANY THICKNESS) PARTITIONS.

(G) COLUMNS, PILLARS, POSTS & STRUTS.

(1) SQUARE, RECTANGULAR, POLYGONAL IN PLAN

(2) CIRCULAR OR CURVED IN PLAN .

(H) (1) SIDES AND SOFFITS OF BEAM, HAUNCHINGS CANTILEVERS, GIRDERS , BRESSUMERS AND LINTELS NOT

EXCEEDING 1 M IN DEPTH .

(H) (2) SIDES AND SOFFITS OF BEAM, HAUNCHINGS CANTILEVERS, GIRDERS, BRESSUMERS AND LINTELS

EXCEEDING 1 M IN DEPTH .

(I) EDGES OF SLABS & BRACKETS IN FLOORS & WALLS

(L) CHULLAH HOOPS, WEATHER SHEDS, CHHAJAS, CARBELS ETC INCLUDING EDGES.

(M) STAIRCASE WITH-SLOPING OR STEPPED SOFFITS INCL . RISERS & STRINGS EXCLUDING LANDING.

Signature of Bidder Page 39 of

Ahmedabad Municipal Corporation

(Q) VERTICAL FINS AND VERTICAL SUN BREAKERS.

FOR DETAILED SPECIFICATION REFER R & B DEPT. BOOKLET FOR GENERAL TECHNICAL SPECIFICATION FOR BUILDING WORKS,

SECTION . NO . 9.1, P AGE NO.

SECTION. NO . 9.1(B), P AGE NO.

ITEM NO.17 & 18 P ROVIDING AND FIXING 35 MM TH. SHUTTERS FOR DOORS WINDOWS & CLEARSTORY WINDOWS INCL .

INDIAN TEAK WOOD FRAMES 10 CM. X 7CM . SIZE INCL . BLACK ENAMELED IRON OXIDIZED FIXTURES AND FASTENINGS INCLUDING

PRIMER COAT OF APPROVED QUALITY AND TWO COATS OF OIL PAINT ETC. COMPLETE ..

(1) FULLY GLAZED

(2) FULLY PANELLED

(3) PARTLY PANELLED AND PARTLY

FOR DETAILED SPECIFICATION REFER R & B DEPT. BOOKLET FOR GENERAL TECHNICAL SPECIFICATION FOR BUILDING WORKS,

SECTION . NO . 10.12 PAGE NO .59

SECTION NO. 10.1, PAGE NO.58

ITEM NO .: 19 P ROVIDING AND FIXING M.S. GRILLS OF REQUIRED PATTERN TO WOODEN FRAMES OF WINDOWS ETC. WITH M.S.

FLATS AT REQUIRED SPACINGS AND FRAME ALROUND, SQUARE OR ROUND BARS WITH ROUND HEADED BOLTS AND NUTS OR BY

SCREWS (A) P LAIN GRILL . (UPTO 10 TON )

PROVIDING AND FIXING M.S. GRILLS OF REQUIRED PATTERN TO WOODEN FRAMES OF WINDOWS ETC . WITH M.S. FLATS AT

REQUIRED SPACINGS AND FRAME ALROUND, SQUARE OR ROUND BARS WITH ROUND HEADED BOLTS AND NUTS OR BY SCREWS (A)

PLAIN GRILL. ( UPTO 10 TON)

THE MEASUREMENT SHELL BE ON KG.

ITEM NO.20: P ROVIDING AND FIXING GLAZED LOUVERED GLASS WINDOWS AND VENTILATORS WITH TEAK WOOD

FRAME 10 CM . X 7 CM . SIZE INCLUDING 3 COATS OF OIL PAINTING TO WOOD WORK ETC.COMPLETE .

& 21 P ROVIDING AND FIXING GLAZED LOUVERED GLASS WINDOWS AND VENTILATORS WITH TEAK WOOD FRAME

10 CM.X7 CM. SIZE INCLUDING 3 COATS OF OIL PAINTING TO WOOD WORK ETC.COMPLETE.WITH WOODEN LOUVERS

PLANK 12MM THICK AS PER ITEM SPECIFIC FOR FIXING AS PER INSTRUCTION ENGINEER INCHARGE

Mode of measurements & payment :

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

ITEM NO.22, & 23 : P ROVIDING AND FIXING 35 MM THICK SHUTTERS FOR DOORS, WINDOWS AND CLERE STORY

WINDOWS INCLUDING I NDIAN TEAK WOOD FRAMES 10 CM X 7 CM . SIZE INCLUDING ANODIZED ALLUMINIUM FIXTURES

AND FASTENINGS INCLUDING PRIMER COAT OF APPROVED QUALITY AND TWO COATS OF OIL PAINTING ETC, COMPLETE.(II ) FULLY

GLAZED. .(II ) FULLY P ANELLED.& (III) P ARTLY PANELLED AND PARTLY GLAZED.

AS PER ITEM SPECIFIC FOR FIXING AS PER INSTRUCTION ENGINEER INCHARGE

Mode of measurements & payment :

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

Signature of Bidder Page 40 of

Ahmedabad Municipal Corporation

ITEM NO . 24 P ROVINING AND FIXING 30MM THICK FACTORY MADE SOLID PANEL PVC DOOR SHUTTER CONSISTING OF

FRAME MADE OUT OF M.S. TUBES OF 19 GAUGE THICKNESS AND SIZE OF 19 MM X 19 MM FOR STILES AND 15 MM X 15 MM FOR

TOP AND BOTTOM RAILS . M.S. FRAME SHALL HAVE A COAT OF STEEL PRIMERS OF APPORVED MAKE AND MANUFACTURE M.S.

FRAME SHALL BE COVERED WITH 5 MM THICK HEAT MOULDED PVC "C" CHANNEL OF SIZE 30 X 50 MM FORMING STILES AND

MM THICK 75 MM WIDE PVC SHEETS FOR TOP RAIL , LOCK RAIL AND BOTTOM RAIL ON EITHER SIDE AND 10 MM (5 MM X 2) THICK

20 MM WIDE CROSS PVC SHEET AS GAP INSERT FOR TOP RAIL AND BOTTOM RAIL , P ANELLING OF 5 STILES AND RAILS WITH 30 MM

WIDE X 5 MM THICK PVC SHEET BEADING ON EIGHTER SIDE AND JOINED TOGHTER WITH SOLVENT CEMENT ADHESIVE , AN

ADDITIONAL 5 MM THICK PVC STRIP OF 20 MM WIDTH IS TO BE STCULK ON THE INTERIOR SIDE OF THE "C" CHANNEL USING PVC

SOLVENT CEMENT ADHESIVE ETC. COMPLETE AS PER DIRECTION OF E NGINEER IN CHARGE , MANUFACTURE 'S SPECIFICATION AND

PROVINING AND FIXING 30 MM THICK FACTORY MADE SOLID PANEL PVC DOOR SHUTTER CONSISTING OF FRAME MADE OUT

OF M.S. TUBES OF 19 GAUGE THICKNESS AND SIZE OF 19 MM X 19 MM FOR STILES AND 15 MM X 15 MM FOR TOP AND BOTTOM

RAILS . M.S. FRAME SHALL HAVE A COAT OF STEEL PRIMERS OF APPORVED MAKE AND MANUFACTURE M.S. FRAME SHALL BE

COVERED WITH 5 MM THICK HEAT MOULDED PVC "C" CHANNEL OF SIZE 30 X 50 MM FORMING STILES AND 5 MM THICK 75 MM

WIDE PVC SHEETS FOR TOP RAIL , LOCK RAIL AND BOTTOM RAIL ON EITHER SIDE AND 10 MM (5 MM X 2) THICK , 20 MM WIDE CROSS

PVC SHEET AS GAP INSERT FOR TOP RAIL AND BOTTOM RAIL, PANELLING OF 5 STILES AND RAILS WITH 30 MM WIDE X 5 MM THICK

PVC SHEET BEADING ON EIGHTER SIDE AND JOINED TOGHTER WITH SOLVENT CEMENT ADHESIVE, AN ADDITIONAL 5 MM THICK PVC

STRIP OF 20 MM WIDTH IS TO BE STCULK ON THE INTERIOR SIDE OF THE "C" CHANNEL USING PVC SOLVENT CEMENT ADHESIVE ETC.

COMPLETE AS PER DIRECTION OF ENGINEER IN CHARGE, MANUFACTURE 'S SPECIFICATION AND DRAWING .

THE MEASUREMENT SHELL BE ON SQUARE METER.

Item No. 25: Providing and fixing in position callapsible steel shutters with vertical channels 20 x 10 x

mm braced with flat iron diagonals 20 x 5 mm size with top and bottom rails of T_rin 40x 40 x 6 mm

with 38mm dia, steel pulleys complete with bolts, nuts, locking arrangements, stoppers handles

including applying a priming coat of read lead paint. (upto 10 ton)

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

with flat iron diagonals 20 x 5 mm size with top and bottom rails of T_rin 40x 40 x 6 mm with 38mm dia,

steel pulleys complete with bolts, nuts, locking arrangements, stoppers handles including applying a

priming coat of read lead paint. (upto 10 ton)as directed by Engineer in charge.

Mode of measurements & payment :

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

ITEM NO .34 P ROVIDING AND LAYING WHITE GLAZED TILES 6 MM THICK IN FLOORING TREADS OF STEPS AND LANDING LAID ON A

BED OF 12 MM THICK CEMENT MORTAR 1:3 (1 CEMENT : 3 COARSE SAND) FINISHED WITH FLUSH POINTING IN WHITE CEMENT.

& 35 P ROVIDING AND LAYING CERAMIC TILES 6 MM THICK IN FLOORING TREADS OF STEPS AND LANDING LAID ON A BED OF

MM THICK CEMENT MORTAR 1:3 (1- CEMENT :3- COARSES AND ) FINISHING WITH FLUSH POINTING IN WHITE CEMENT.

WATER SHALL CONFORM TO M –1 CEMENT MORTAR SHALL CONFORM TO M-11 WHITE GLAZED TILES SHALL CONFORM TO M-55.

THE WORK SHALL BE CARRIED OUT FOR SKIRTING AS DEDO. BEFORE FIXING GLAZED TILES OF SHADE AND SIZE AS SPECIFIED, THE

SURFACE SHALL BE PREPARED BY HEAVY SCARPING , MAKING JOINTS ETC . TO THE REQUIRED LINE , LEVEL AND PLUMB. T HE SURFACE

SHALL BE THOROUGHLY WETTED BEFORE COMMENCING THE LAYING WORK . THEREAFTER ABOUT 10 MM. THICK BACKING OF CEMENT

MORTAR IN SPECIFIED PROPORTION SHALL BE APPLIED ON THE SURFACE IN TRUE LIKE AND LEVEL GENERALLY AS PER SPECIFICATIONS

OF PLASTER ITEM.

Signature of Bidder Page 41 of

Ahmedabad Municipal Corporation

THE BLACK OF EACH TILE TO BE FIXED SHALL BE SMEARED WITH CEMENT PASTE OF MATCHING COLOUR AND THE GLAZED TILES SHALL

THEN BE GENTLY TAPPED AGAINST THE SURFACE , WITH A WOODEN MALLET . T HE SKIRTING SHALL BE DONE ONLY AFTER THE

FLOORING IS COMPLETED . ANY PIPES COMING OUT OF THE WALL THROUGH THE DEDO OR SKIRTING SHALL ONLY BEAT AT THE

INTERSECTIONS OF THE HORIZONTAL AND VERTICAL JOINTS . T HE TILES SHALL NOT HAVE STAGGERED JOINTS . T HE JOINTS SHALL BE

TRUE TO ENTIRE LINE BOTH WAYS AND VERTICAL JOINTS SHALL BE IN LINE WITH JOINTS OF FLOORING . T ILES SHALL BE FIXED AS CLOSE

AS POSSIBLE TO THE ADJOINING TILES AND ANY DIFFERENCE IN THE THICKNESS OF THE GLAZED TILES SHALL BE EVENED OUT IN THE

CEMENT PASTE SO THAT ALL THE TILES FACES ARE SET IN CONFORMLY WITH ONE ANOTHER. THE SKIRTING SHALL PROJECT UNIFORMLY

AND NOT MORE THAN 6 MM . THICKNESS BEYOND THE FINISHED SURFACE ABOVE . T OP OF SKIRTING OF DEDO SHALL BE TRULY

HORIZONTAL. T HE RISES OF STEPS, SKIRTING OR DEDO SHALL REST ON TOP OF TREADS OF FLOORING WHEREVER REQUIRED . T HE TILES

SHALL BE CUT ( SAWN ) AND THIN EDGES SMOOTHENED BEFORE USE .

C URING SHALL BE DONE FOR 7 DAYS CONTINUOUSLY.

SKIRTING AND DEDO SHALL BE HAND POLISHED TO HAVE AN EVEN SMOOTH AND SHINING SURFACE. IN CASE OF SKIRTING ONLY

MM . X 10 MM . GROVE SHALL BE PROVIDED AT THE JUNCTION OF CEMENT PLASTER AND CEMENT TILES T HE WHITE GLAZED TILES

SHALL BE LAID ON CEMENT MORTAR BEDDING OF 12 MM THICK IN C.M. 1 :3 . T HE MORTAR SHALL HAVE SUFFICIENT PLASTICITY FOR

LAYING AND THERE SHALL BE NO HARD LUMPS THAT WOULD INTERFERE WITH THE EVENNESS OF BEDDING THE BASE SHALL BE

CLEARED WITH WELL WETTED. T HE MORTAR SHALL THEN BE SPREAD IN THICKNESS NOT LESS THAN 10 MM AT ANY PLACE AND

AVERAGE 12 MM THICKNESS . T HE PROPORTION OF THE CEMENT MORTAR SHALL BE AS SPECIFIED IN THE ITEM.

THE TILES BEFORE LAYING SHALL BE SOAKED IN WATER FOR ATLEAST TWO HOURS NEAT GRACIE CEMENT GROUT AT 3.3 K G/C EMENT

/SQ. MT. O F HONEY LIKE CONSISTENCY SHALL BE SEPARATED OVER THE MORTAR BEDDING AS DIRECTED. THE EDGES OF THE TILES BE

SMEARED WITH NEAT CEMENT SLURRY . T HE TILES SHALL BE WELL PRESSED AND GENTLY TAPPED WITH A WOODEN MALLET TILL THEY

ARE PROPERLY BEDDED AND IN LEVEL WITH THE ADJOINING TILES . THERE SHALL BE NO HOLLOWS IN BED OR JOINTS . THE JOINTS

BETWEEN THE TILES SHALL BE AS THIN AS POSSIBLE IN STRAIGHT LINE OR AS PER PATTERN .

THE TILES SHALL NOT HAVE STAGGERED JOINTS. THE JOINTS SHALL BE TRUE TO CENTRE LINE BOTH WAYS. T HE NEHNI TRAP COMING

IN THE FLOORING SHALL BE SO POSITIONED THAT ITS GRATING SHALL REPLACE ONLY ONE TILE AS FAR AS POSSIBLE . WHERE FULL SIZE

TILES CANNOT BE FIXED , THEY SHALL BE CUT (SWAN 0 TO BE REQUIRED SIZE AND THE EDGES RUBBED SMOOTH TO ENSURE STRAIGHT

AND TRUE JOINTS . T HE JOINTS SHALL BE FILLED WITH GREY CEMENT GROUT WITH WIRE BRUSH OF TROWEL TO A DEPTH OF 5 MM .

AND LOOSE MATERIAL REMOVED. WHITE CEMENT SHALL BE USED FOR POINTING THE JOINTS ., AFTER FIXING THE TILE FINALLY IN AN

EVEN THE FLOORING SHALL BE KEPT WET AND ALLOWED TO NATURE UNDISTURBED FOR 7 DAYS .

THE SURPLUS CEMENT GROUT THAT MAY HAVE COME OUT OF THE JOINTS SHALL BE CLEARED OFF BEFORE IT SETS. ONCE THE FLOOR

HAS SET , IT SHALL BE CAREFULLY WASHED , CLEARED BY DILUTE ACID AND DRIED . PROPER PRECAUTION AND MEASURES SHALL BE

TAKEN TO ENSURE THAT THE TILES ARE NOT DAMAGED INANY WAY TILL THE COMPLETION OF THE CONSTRUCTION .

MODE OF MEASUREMENT & PAYMENT:

THE WORK DONE SHALL BE MEASURED IN SQ . MT. FOR VISIBLE AREA OF WORK DONE, T HE LENGTH AND WIDTH OF THE FLOORING

SHALL BE MEASURED NOT BETWEEN THE FACES OF SKIRTING OR DEDOS OR PLASTERED FACE OF WALL AS THE CASE MAY BE . THE

PAVING UNDER DEDO OR SKIRTING SHALL NOT BE MEASURED . NO DEDUCTION SHALL BE MADE NOT EXTRA PAID FOR ANY OPENING IN

THE FLOOR OF AREA UPTO 0.1 SQ . MT . NOTHING EXTRA SHALL BE PAID FOR LAYING THE FLOORS AT DIFFERENT LEVELS IN THE SAME

THE RATE SHALL BE FOR A UNIT OF ONE SQ. METRE.

ITEM NO.36 PROVIDING & FIXING 20 MM THICK MIRROR POLISHED DECORATIVE GRANITE BOARD WITH

COMPUTERISED GOLDEN LETTERS DISCRIPTION AS PER INSTRUCTIONS OF ENGG. IN CHARGE TO M.S. FRAME

STRUCTURE FOR INAUGARATION & PUBLIC HANDOVER FUNCTION

Signature of Bidder Page 42 of

Ahmedabad Municipal Corporation

PROVIDING & FIXING 20 MM THICK MIRROR POLISHED DECORATIVE GRANITE BOARD WITH COMPUTERISED GOLDEN

LETTERS D ISCRIPTION AS PER INSTRUCTIONS OF ENGG . IN CHARGE TO M.S. FRAME STRUCTURE FOR INAUGARATION&

PUBLIC HANDOVER FUNCTION.

THE RATE SHALL BE FOR A UNIT OF ONE SQUARE METRE .

Item No. 40: Providing and Laying 24" x 24" vitrified 8 mm th.tiles flooring over 20 mm (average) base

of cement mortar 1:6 (1 cement : 6 coarse sand)and l M 1 : 1.5 laid on new surface or fixing flooring by

adhasive materials including dismantling of existing flooring and jointed with colour cement slurry

incl.finished with flush pointing & cleaning the surface etc.comp.For Dark shade

Providing and Laying 24" x 24" vitrified 8 mm th.tiles flooring over 20 mm (average) base of cement

mortar 1:6 (1 cement : 6 coarse sand)and l M 1 : 1.5 laid on new surface or fixing flooring by adhasive

materials including dismantling of existing flooring and jointed with colour cement slurry incl.finished

with flush pointing & cleaning the surface etc.comp.For Dark shade

work should be done as per engg. in charge instruction.

The rate shall be for a unit of Sq mt.

ITEM NO .42, P ROVIDING AND LAYING POLISHED KOTA STONE SLAB (P OLISHED, GREEN COLOUR ) FLOORING OVER 20 MM.

(AVERAGE ) THICK BASE OF CEMENT MORTAR 1:6 (1 CEMENT : 6 COARSE SAND) OR LIME MORTAR 1:1.5 LAID OVER AND JOINED

WITH GREY CEMENT SLURRY INCLUDING RUBBING AND POLISHING COMPLETE .25 MM TH .

43 Providing and laying marble stone slab flooring over 20mm (average)base of cement mortar 1:6

(1-cement : 6 coarse sand) or L.M. 1:1.5(1- lime putty : 1.5 - coarse sand) laid and jointed with

gray cement slurry including rubbing and polishing complete. (A) Marble slab 25mm thick

44 Providing and laying polished Kota stone slab flooring over 20 mm (Average) thick base of

cement mortar 1:6 (1-cement:6-coarses and) or L.M.1.1.5 laid over and jointed with

grey cement slurry including rubbing and polishing etc.complete. (B) 30 mm thick

WATER SHALL CONFORM M-1. LIME MORTAR SHALL CONFORM TO M-10. C EMENT MORTAR SHALL CONFORM TO M-11 POLISHED

KOTA STONE SHALL CONFORM TO M-49.

EACH SLAB SHALL BE CUT TO THE REQUIRED SIZE AND SHAPE AND FINE CHISEL DRESSED AT ALL THE EDGES. THE SIDES THUS DRESSED

SHALL HAVE A FULL CONTACT IF A STRAIGHT EDGE IS LAID ALONG . T HE SIDES SHALL BE TABLE RUBBED WITH COARSE SAND BEFORE

PAVING . ALL ANGLES AND EDGES OF THE SLABS SHALL BE TRUE SQUARE AND FREE FORM CHIPPINGS AND GIVING PLAIN SURFACE . T HE

THICKNESS SHALL BE 25 MM. (A VERAGE ) AS SPECIFIED IN THE ITEM BUT NOT LESS THAN 20 MM . AT ANY PLACE OF THE SLAB.

BEDDING FOR THE KOTA STONE SLABS SHALL BE CEMENT MORTAR 1:6 (1 CEMENT: 6 COARSE SAND) OR L.M. 1:1.5 OF AVERAGE

Signature of Bidder Page 43 of

Ahmedabad Municipal Corporation

THICKNESS 20 MM. AS GIVEN IN THE DESCRIPTION OF THE ITEM . SUB GRADE SHALL BE CLEANED, WETTED AND MOPPED. MORTAR OF

THE SPECIFIED MIX AND THICKNESS SHALL BE THEN BE SPREAD ON AN AREA SUFFICIENT TO RECEIVE ONE KOTA STONE SLAB. THE SLAB

SHALL BE WASHED CLEAN BEFORE LAYING. I T SHALL BE LAID ON TOP PRESSED, TAPPED GENTLY TO BRING IT IN LEVEL WITH THE OTHER

SLABS . I T SHALL BE LIFTED AND LAID ASIDE . T OP SURFACE OF THE MORTAR SHALL THEN BE CORRECTED BY ADDING FRESH MORTAR AT

HOLLOWS OR DEPRESSIONS . THE MORTAR SHALL THEN BE ALLOWED TO HARDEN BIT . O VER THIS SURFACE , CEMENT SLURRY OF HONEY

LIKE CONSISTENCY SHALL BE APPLIED. T HE SLAB SHALL THEN BE GENTLY PLACE IN POSITION AND TAPPED WITH WOODEN MALLET TILL

IT IS PROPERLY PEDDED IN LEVEL WITH AND CLOSE TO THE ADJOINING SLAB. T HE JOINT SHALL BE AS FINE AS POSSIBLE . T HE SLABS

FIXED IN THE FLOOR ADJOINING THE WALL SHALL ENTER NOT LESS THEN 10 MM . UNDER THE PLASTER SKIRTING OR DADO . T HE

JUNCTION BETWEEN THE WALL FLOOR SHALL BE FINISHED NEATLY . THE FINISHED SURFACE SHALL BE TRUE TO LEVELS AND SLOPES AS

DIRECTED. T HE FLOOR SHALL BE KEPT WET FOR A MINIMUM PERIOD OF 7 DAYS . SO THAT BEDDING AND JOINTS SET PROPERLY .

POLISHING SHALL BE NORMALLY COMMENCED AFTER 14 DAYS OF LAYING THE STONE SLAB. FIRST POLISHING SHALL BE DONE WITH

EAR BORUNDUM STONES OF 120 GRADE GRIT FITTED IN THE HEAVY MACHINE AND THEN SECOND POLISHING SHALL BE DONE WITH

CARBORUNDUM STONE OF 220 OF 350 GRADE GRIT FITTED IN HEAVY MACHINE . W ATER SHALL BE PROPERLY USED DURING

POLISHING. T HE STONE SHALL THEN BE WASHED CLEAN WITH WATER. WHEN DIRECTED BY THE E NGINEER- IN -CHARGE WAX POLISH OF

APPROVED QUALITY SHALL BE APPLIED ON THE SURFACE WITH THE HELP OF SOFT CLOTH OVER A CLEAN AND DRY SURFACE . THEN THE

POLISH MACHINE FITTED WITH BOBS SHALL BE RUN OVER IT . THE HOLES REQUIRED FOR NAHNI TRAPS , PIPES ANY OTHER FITTINGS

SHALL BE MADE WITHOUT ANY EXTRA COST .

MODE OF MEASUREMENTS & PAYMENT:

THE RATE SHALL INCLUDE THE COST OF ALL MATERIALS AND LABOUR INVOLVED IN ALL THE OPERATIONS DESCRIBED ABOVE. THE

K OTA STONE FLOORING SHALL BE MEASURED IN SQUARE METRES CORRECT TO TWO PLACES OF DECIMAL, LENGTH AND BREADTH

SHALL BE MEASURED CORRECT TO A CENTIMETER AND BETWEEN THE FINISHED FACE OF SKIRTING DADO OR WALL PLASTER AND NO

DEDUCTION SHALL BE MADE NOR EXTRA PAID FOR ANY OPENING IN FLOOR OF AREA UPTO 0.1 SQ. MT.

THE RATE SHALL BE FOR A UNIT OF ONE SQ. METRE.

ITEM NO .45 P ROVIDING AND LAYING POLISHED KOTA STONE SLAB 25 MM THICK IN RISERS OF STEPS,SKIRTING DEDO AND PILLARS

LAID ON 10MM THICK CEMENT MORTAR 1:3 (1- CEMENT : 3 COARSE SAND) AND JOINTED WITH GRAY CEMENT SLURY MIXED WITH

PIGMENT TO MATCH THE SHADE OF SLAB INCLUDING RUBBING AND POLISHING ETC. COMPLETE .

WATER SHALL CONFORM M-1. LIME MORTAR SHALL CONFORM TO M-10. C EMENT MORTAR SHALL CONFORM TO M-11 POLISHED

KOTA STONE SHALL CONFORM TO M-49.

EACH SLAB SHALL BE CUT TO THE REQUIRED SIZE AND SHAPE AND FINE CHISEL DRESSED AT ALL THE EDGES. THE SIDES THUS DRESSED

SHALL HAVE A FULL CONTACT IF A STRAIGHT EDGE IS LAID ALONG . T HE SIDES SHALL BE TABLE RUBBED WITH COARSE SAND BEFORE

PAVING . ALL ANGLES AND EDGES OF THE SLABS SHALL BE TRUE SQUARE AND FREE FORM CHIPPINGS AND GIVING PLAIN SURFACE . T HE

THICKNESS SHALL BE 25 MM. (A VERAGE ) AS SPECIFIED IN THE ITEM BUT NOT LESS THAN 20 MM . AT ANY PLACE OF THE SLAB.

BEDDING FOR THE KOTA STONE SLABS SHALL BE CEMENT MORTAR 1:6 (1 CEMENT: 6 COARSE SAND) OR L.M. 1:1.5 OF AVERAGE

THICKNESS 20 MM. AS GIVEN IN THE DESCRIPTION OF THE ITEM . SUB GRADE SHALL BE CLEANED, WETTED AND MOPPED. MORTAR OF

THE SPECIFIED MIX AND THICKNESS SHALL BE THEN BE SPREAD ON AN AREA SUFFICIENT TO RECEIVE ONE KOTA STONE SLAB. THE SLAB

SHALL BE WASHED CLEAN BEFORE LAYING. I T SHALL BE LAID ON TOP PRESSED, TAPPED GENTLY TO BRING IT IN LEVEL WITH THE OTHER

SLABS . I T SHALL BE LIFTED AND LAID ASIDE . T OP SURFACE OF THE MORTAR SHALL THEN BE CORRECTED BY ADDING FRESH MORTAR AT

HOLLOWS OR DEPRESSIONS . THE MORTAR SHALL THEN BE ALLOWED TO HARDEN BIT . O VER THIS SURFACE , CEMENT SLURRY OF HONEY

LIKE CONSISTENCY SHALL BE APPLIED. T HE SLAB SHALL THEN BE GENTLY PLACE IN POSITION AND TAPPED WITH WOODEN MALLET TILL

IT IS PROPERLY PEDDED IN LEVEL WITH AND CLOSE TO THE ADJOINING SLAB. T HE JOINT SHALL BE AS FINE AS POSSIBLE . T HE SLABS

FIXED IN THE FLOOR ADJOINING THE WALL SHALL ENTER NOT LESS THEN 10 MM . UNDER THE PLASTER SKIRTING OR DADO . T HE

JUNCTION BETWEEN THE WALL FLOOR SHALL BE FINISHED NEATLY . THE FINISHED SURFACE SHALL BE TRUE TO LEVELS AND SLOPES AS

DIRECTED. T HE FLOOR SHALL BE KEPT WET FOR A MINIMUM PERIOD OF 7 DAYS . SO THAT BEDDING AND JOINTS SET PROPERLY .

POLISHING SHALL BE NORMALLY COMMENCED AFTER 14 DAYS OF LAYING THE STONE SLAB. FIRST POLISHING SHALL BE DONE WITH

EAR BORUNDUM STONES OF 120 GRADE GRIT FITTED IN THE HEAVY MACHINE AND THEN SECOND POLISHING SHALL BE DONE WITH

CARBORUNDUM STONE OF 220 OF 350 GRADE GRIT FITTED IN HEAVY MACHINE . W ATER SHALL BE PROPERLY USED DURING

POLISHING. T HE STONE SHALL THEN BE WASHED CLEAN WITH WATER. WHEN DIRECTED BY THE E NGINEER- IN -CHARGE WAX POLISH OF

Signature of Bidder Page 44 of

Ahmedabad Municipal Corporation

APPROVED QUALITY SHALL BE APPLIED ON THE SURFACE WITH THE HELP OF SOFT CLOTH OVER A CLEAN AND DRY SURFACE . THEN THE

POLISH MACHINE FITTED WITH BOBS SHALL BE RUN OVER IT . THE HOLES REQUIRED FOR NAHNI TRAPS , PIPES ANY OTHER FITTINGS

SHALL BE MADE WITHOUT ANY EXTRA COST .

MODE OF MEASUREMENTS & PAYMENT:

THE RATE SHALL INCLUDE THE COST OF ALL MATERIALS AND LABOUR INVOLVED IN ALL THE OPERATIONS DESCRIBED ABOVE. THE

K OTA STONE FLOORING SHALL BE MEASURED IN SQUARE METRES CORRECT TO TWO PLACES OF DECIMAL, LENGTH AND BREADTH

SHALL BE MEASURED CORRECT TO A CENTIMETER AND BETWEEN THE FINISHED FACE OF SKIRTING DADO OR WALL PLASTER AND NO

DEDUCTION SHALL BE MADE NOR EXTRA PAID FOR ANY OPENING IN FLOOR OF AREA UPTO 0.1 SQ. MT.

THE RATE SHALL BE FOR A UNIT OF ONE SQ. METRE.

ITEM NO .48 P ROVIDING & LAYING B ROKEN C HINA MOSAIC FLOORING FOR TARRACE USING 12 MM TO 20 MM B ROKEN PIECES

OF GLAZED TILES TO BE LAID OVER C.M.1:3 TO PLAIN OR SLOPE AND TO BE TEMPERED TO BRING MORTAR CREME OUT UP TO

PROVIDING & LAYING BROKEN C HINA MOSAIC FLOORING FOR TARRACE USING 12 MM TO 20 MM BROKEN PIECES OF GLAZED TILES

TO BE LAID OVER C.M.1:3 TO PLAIN OR SLOPE AND TO BE TEMPERED TO BRING MORTAR CREME OUT UP TO SURFACE USING

THE RATE SHALL BE FOR A UNIT OF ONE SQ. METRE

ITEM NO . 54 : P ROVDG. 15 MM. THICK C EMENT PLASTER IN SINGLE COAT ON FAIR SIDE OF BRICK C ONCRETE WALLS FOR

INTERIOR PLASTERING UPTO FLOOR FOUR LEVEL AND FINISHED EVEN AND SMOOTH / MALA P LASTER IN C M 1:4

WATER M-1. THE CEMENT MORTAR OF PROPORTION 1:4 SHALL CONFORM TO M-14.

SCAFFOLDING : WOODEN BALLIES, BAMBOOS, PLANKS, TREATLES AND OTHER SCAFFOLDING SHALL BE SOUND.

THESE SHALL BE PROPERLY EXAMINED BEFORE ERECTION AND USE S TAGE SCAFFOLDING SHALL BE PROVIDED

FOR CEILING PLASTER , WHICH SHALL BE INDEPENDENT OF THE WALLS .

THE SURFACE SHALL BE CLEANED OF ALL DUST, LOOSE MORTAR DROPPINGS, TRACES OF ALGAE, AFFLORESCENCE

AND OTHER FOREIGN MATTER BY WATER OR BY BRUSHING . SMOOTH SURFACE SHALL BE ROUGHENED BY WIRE

BRUSHING IF IT IS NOT HARD AND BY RACKING IF IT IS HARD. IN CASE OF CONCRETE SURFACE, IF A CHEMICAL

RETARDER HAS BEEN APPLIED TO THE FORM WORK, THE SURFACE SHALL BE ROUGHENED BY WIRE BRUSHING AND

ALL THE RESULTING DUST AND LOOSE PARTICLES CLEANED OFF AND CARE SHALL BE TAKEN THAT NONE OF THE

RETARDER IS LEFT ON THE SURFACE. TRIMMING OF PROJECTIONS ON BRICK/ CONCRETE SURFACE WHERE

NECESSARY SHALL BE CARRIED OUT TO GET AN EVEN SURFACE.

RAKING OF JOINTS IN CASE OF MASONRY WHERE NECESSARY SHALL BE ALLOWED TO DRY OUT FOR SUFFICIENT

PERIOD BEFORE CARRYING OUT THE PLASTER WORK.

THE WORK SHALL NOT BE SOAKED BUT ONLY DAMPED EVENLY BEFORE APPLYING THE PLASTER. I F THE SURFACE

BECOMES DRY SUCH AREA SHALL BE MOISTENED AGAIN.

FOR EXTERNAL PLASTER , THE PLASTERING OPERATION SHALL BE STARTED FROM TOP FLOOR AND CARRIED

DOWNWARDS . FOR INTERNAL PLASTER , THE PLASTERING OPERATIONS MAY BE STARTED WHEREVER THE

BUILDING FRAME AND CLADDING WORK ARE READY AND THE TEMPORARY SUPPORTING CEILING RESTING ON THE

WALL OF THE FLOOR HAVE BEEN REMOVED, C EILING PLASTER SHALL BE COMPLETED BEFORE STARTING PLASTER

APPLICATIONS OF PLASTER :

THE PLASTER ABOUT 15 X 15 CMS. SHALL BE FIRST APPLIED HORIZONTALLY AND VERTICALLY AT NOT MORE

THAN 2 METRE INTERVALS OVER THE ENTIRE SURFACE TO SERVE AS GAUGE. THE SURFACES OF THESE GAUGES

SHALL BE TRULY INPLANE OF THE FINISHED PLASTERED SURFACE. T HE MORTAR SHALL THEN BE APPLIED IN

UNIFORM SURFACE SLIGHTLY MORE THAN THE SPECIFIED THICKNESS , THEN BROUGHT TO A TRUE SURFACE BY

Signature of Bidder Page 45 of

Ahmedabad Municipal Corporation

WORKING A WOODEN STRAIGHT EDGE REACHING ACROSS THE GAUGES WITH SMALL UPWARD AND SIDEWAYS

MOVEMENT AT A TIME. FINALLY, THE SURFACE SHALL BE FINISHED OFF TRUE WITH A TROWEL OR WOODEN FLOAT

ACCORDING AS A SMOOTH OR A SANDY GRANULAR TEXTURE IS REQUIRED. E XCESSIVE TROWELLING OR

OVERWORKING THE FLOAT SHALL BE AVOIDED. A LL CORNERS , ARRISES, ANGLES AND JUNCTIONS BE TRULY

VERTICAL OR HORIZONTAL AS THE CASE MAY BE AND SHALL BE CAREFULLY FINISHED. ROUNDING OR

CHAMFERING CORNERS , ARRISES JUNCTIONS ETC . SHALL BE CARRIED OUT WITH PROPER TEMPLATES TO THE SIZE

CEMENT PLASTER SHALL BE USED WITHIN HALF AN HOUR AFTER ADDITION OF WATER. A NY MORTAR OR PLASTER

WHICH IS PARTIALLY SET SHALL BE REJECTED AND REMOVED FORTHWITH FROM THE SITE :

IN SUSPENDING THE WORK AT THE END OF THE DAY, THE PLASTER SHALL BE LEFT OUT CLEAN TO THE LINE BOTH

HORIZONTALLY AND VERTICALLY. WHEN RECOMMENDING THE PLASTER , THE EDGES OF THE OLD WORK SHALL BE

SCRAPED CLEAN AND WETTED WITH CEMENT PUTTY BEFORE PLASTER IS APPLIED TO THE ADJACENT AREA TO

ENABLE THE TWO TO PROPERLY JOINT TOGETHER . P LASTERING WORK SHALL BE CLOSED AT THE END OF THE DAY

ON THE BODY OF THE WALL AND NEARER THAN 15 CM. TO ANY CORNERS OR ARRISES . HORIZONTAL JOINTS IN

PLASTERWORK SHALL NOT ALSO OCCUR ON PARAPET TOPS AND COPINGS AS THESE INVARIABLY LEAD TO

LEAKAGE. N O PORTION OF THE SURFACE SHALL BE LEFT OUT INITIALLY TO BE PACKED UP LATER ON.

EACH COAT SHALL BE KEPT DAM CONTINUOUSLY TILL THE NEXT COAT IS APPLIED OR FOR A MINIMUM PERIOD OF

7 DAYS. M OISTENING SHALL COMMENCE AS SOON AS PLASTER IS HARDENED SUFFICIENTLY. S OAKING OF WALLS

SHALL BE AVOIDED AND ONLY AS MUCH WATER AS CAN BE READILY ABSORBED SHALL BE USED EXCESSIVE

EVAPORATION ON THE SUNNY OR WINDWARD SIDE OF BUILDING IN HOT AIR OR DRY WEATHER SHALL BE

PREVENTED BY HANDLING MATTINGS OR GUNNY BAGS ON THE OUTSIDE OF THE PLASTER AND KEEPING THEM

M ODE OF MEASUREMENT & PAYMENT :

THE RATE SHALL INCLUDE THE COST OF ALL MATERIALS, LABOUR AND SCAFFOLDING ETC, INVOLVED IN THE

OPERATIONS DESCRIBED UNDER WORKMANSHIP .

ALL PLASTERING SHALL BE MEASURED IN SQUARE METRES UNLESS, OTHERWISE SPECIFIED LENGTH, BREADTH OR

HEIGHT SHALL BE MEASURED CORRECT TO A CENTIMETER .

THICKNESS OF THE PLASTER SHALL BE EXCLUSIVE OF THE THICKNESS OF THE KEY I. E. GROOVES OR OPEN JOINTS

IN BRICK WORK, STONE WORK ETC . OR SPACE BETWEEN LATHS. THICKNESS OF PLASTER SHALL BE AVERAGE

THICKNESS WITH MINIMUM 10 MM . AT ANY POINT ON THIS SURFACE.

THIS ITEM INCLUDES PLASTERING UPTO FLOOR TWO LEVEL.

THE MEASUREMENT OF WALL PLASTERING SHALL BE TAKEN BETWEEN THE WALLS OR PARTITION (DIMENSIONS

BEFORE PLASTERING BEING TAKEN) FOR LENGTH AND FROM THE TOP OF FLOOR OR SKIRTING TO CEILING FOR

HEIGHT. DEPTH OF COVER OF CORNICES IF ANY SHALL BE DEDUCTED.

SOFFITS OF STAIRS SHALL BE MEASURED AS PLASTERING ON CEILINGS, FLOWING SOFFITS SHALL BE MEASURED

FOR JAMBS, SOFFITS, SILLS ETC. FOR OPENINGS NOT EXCEEDING 0.5 SQ . MT. EACH IN AREA FOR ENDS OF JOINTS,

BEAMS , POSTS , GIRDERS , STEPS ETC . NOT EXCEEDING 0.5 SQ . MT. EACH IN AREA AND FOR OPENINGS EXCEEDING

0.5 SQ. MT. AND NOT EXCEEDING 3.0 SQ. MT. IN EACH AREA DEDUCTIONS AND ADDITIONS SHALL BE MADE IN THE

FOLLOWING MANNER :

(a) N O DEDUCTIONS SHALL BE MADE FOR ENDS JOINTS, BEAMS POSTS ETC. AND OPENINGS NOT EXCEEDING

0.5 SQ. MT. EACH AND NO ADDITION SHALL BE MADE FOR REVEALS, JAMBS, SOFFITS, SILLS ETC. OF THESE

OPENING FOR FINISH TO PLASTER AROUND ENDS OF JOINTS , BEAMS , POSTS ETC .

(b) D EDUCTION FOR OPENINGS EXCEEDING 0.5 SQ. MT. BUT NOT EXCEEDING 3 SQ. MT. EACH SHALL BE MADE

AS FOLLOWS AND NO ADDITION SHALL BE MADE FOR REVEALS , JAMBS, SOFFITS ETC . SILLS ETC . OF THESE

WHEN BOTH FACES OF ALL WALL ARE PLASTERED WITH SAME PLASTER, DEDUCTION SHALL BE MADE FOR ONE

(i) WHEN TWO FACES OF WALL ARE PLASTERED WITH DIFFERENT TYPES OF PLASTERS OR IF ONE FACES IS

PLASTERED AND THE OTHER POINTED, DEDUCTIONS SHALL BE MADE FROM THE PLASTER OR POINTING ON THE

SIDE OF FRAME FOR DOOR , WINDOW ETC . ON WHICH WIDTH OR REVEALS IS LESS THAN THAT ON THE OTHER SIDE

BUT NO DEDUCTIONS SHALL BE MADE ON THE OTHER SIDE. WHERE WIDTH OF REVEALS ON BOTH FACES OF ALL

ARE EQUAL, DEDUCTIONS OF 50% OF AREA OF OPENING ON EACH FACE SHALL BE MADE FROM AREA OF PLASTER

AND/ OR POINTING AS THE CASE MAY BE.

FOR OPENINGS HAVING DOOR FRAMES EQUAL TO PROJECTING BEYOND THE THICKNESS OF WALL, FULL

DEDUCTION FOR OPENING SHALL BE MADE FROM EACH PLASTERED FACE OF THE WALL.

IN CASE OF OPENINGS OF AREA ABOVE 3 SQ. MT. EACH, DEDUCTION SHALL BE MADE FOR OPENING BUT JAMBS,

SOFFITS AND SILLS SHALL BE MEASURED.

THE RATE SHALL BE FOR A UNIT OF ONE SQ. METRE.

FINISHING WITH A FLOATING COAT OF NET CEMENT SLURRY .

M ATERIALS & WORKMANSHIP :

THIS WORK IS ONLY OF PROVIDING SMOOTH CEMENT FINISH WITH FLOATING COAT OF NEAT CEMENT SLURRY.

Signature of Bidder Page 46 of

Ahmedabad Municipal Corporation

THE COAT OF CEMENT AND FINE SAND MORTAR OF PROPORTION 1:1 (1.5 MM. THICK ABOUT) SHALL BE APPLIED

TO THE PLASTERED SURFACE WITH A TROWEL TO PROVIDE UNIFORM TEXTURE WHILE THE BASE COAST IS STILL

IN ANY CONTINUOUS FACE OF WALL THE FINISHING TREATMENT SHOULD BE CARRIED OUT CONTINUOUSLY AND

DAY TO DAY BRAKED MADE TO COINCIDE WITH ARCHITECTURAL BREAKS IN ORDER TO AVOID UNSIGHTLY

CURING : ALL THE PLASTER WORK SHALL BE KEPT DAMP CONTINUOUSLY FOR A PERIOD OF 7 DAYS.

M ODE OF MEASUREMENTS & PAYMENT :

THE PAYMENT SHALL BE MADE FOR A UNIT OF 1.0 SQ. MT. OF WORK DONE OVER AND ABOVE THE FINISHING OF

WORK OF BASE COAT.

THE RELEVANT SPECIFICATIONS OF ITEM OF BASE COAT SHALL BE FOLLOWED FOR MEASUREMENTS AND

THE RATE SHALL BE FOR A UNIT OF ONE SQ. METRE.

ITEM NO.59 & 60 DISTEMPERING (TWO COATS ) WITH OIL BOUND DISTEMPER OF APPROVED BRAND AND

MANUFACTURE AND OR REQUIRED SHADE ON UNDECORATED WALL SURFACES TO GIVE AN EVEN SHADE, OVER AND

INCLUDING A PRIMING COAT WITH DISTEMPER PRIMER OF APPROVED BRAND AND MANUFACTURER AFTER

THOROUGHLY BRUSHING THE SURFACE FREE FROM MORTAR DROPPING AND OTHER FOREIGN MATTER ALSO

INCLUDING PREPARING THE SURFACE EVEN AND SAND PAPERED SMOOTH .

1.0. MATERIALS :

1.1. O IL BOUND WASHABLE DISTEMPER AND PRIMER SHALL BE OF APPROVED BRAND AND MANUFACTURE.

THE DISTEMPER SHALL BE REQUIRED COLOUR AND SHADE AND THE SAME SHALL CONFORM TO I.S. 428-1969.

2.0. W ORKMANSHIP:

2.1. SCAFFOLDING:

WHERE SCAFFOLDING IS REQUIRED , IT SHALL BE ERECTED IN SUCH A WAY THAT AS FAR AS POSSIBLE NO PART OF

SCAFFOLDING SHALL REST AGAINST THE SURFACE TO BE DISTEMPERED . A PROPERLY SECURED STRONG AND WELL TIED

SUSPENDED PLATFORM (J OOLA ) MAY BE USED FOR DISTEMPERING . WHERE LADDERS ARE USED , PIECES OF OLD GUNNY

BAGS SHALL BE TIED AT TOP AND COTTOM TO PREVENT SCRATCHES TO THE WALLS AND FLOORS . FOR DISTEMPERING TO

CEILING , PROPER STAGE SCAFFOLDING SHALL BE ERECTED WHERE NECESSARY.

2.2. PREPARATION OF SURFACE :

2.2.1. THE UNDECORATED SURFACE TO BE DISTEMPERED SHALL BE THROUGHLY BRUSHED OFF FROM DUST, DIRT,

GREASE , MORTAR DROPPING AND OTHER FOREIGN MATTER AND SAND PAPERED SMOOTH. N EW PLASTER SURFACE

SHALL BE ALLOWED TO DRY FOR ATLEAST 2 MONTHS BEFORE APPLICATIONS OF DISTEMPER.

2.2.2. ALL UNECESSARY NAILS SHALL BE REMOVED . PITTING IN PLASTER SHALL BE MADE GOOD WITH PLASTER OF PARIS

MIXED WITH DRY DISTEMPER OF COLOUR TO BE USED . THE SURFACE SHALL THEN BE RUBBED DOWN AGAIN WITH A FINE

GRADE SAND PAPER AND MADE SMOOTH. A COAT OF DISTEMPER SHALL BE APPLIED OVER THE PATCHES . THE SURFACE

SHALL BE ALLOWED TO DRY THOROUGHLY BEFORE THE REGULAR COAT OF DISTEMPER IS ALLOWED . T HE SURFACE

AFFECTED BY MOULDS, MOSS , FUNGI ALGAE LICHENS , EFFLORESCENCE ETC . SHALL BE TREATED IN ACCORDANCE WITH

I.S. 2395 (PART-I) 1966. BEFORE APPLYING DISTEMPERING, ANY UNEVENNESS SHALL BE MADE GOOD BY APPLYING

PUTTY MADE OF PLASTER OF PARIS MIXED WITH WATER ON ENTIRE SURFACE INCLUDING FILLING UP THE UNDULATION

AND THEN SAND PAPERING THE SAME AFTER IT IS DRY .

2.3. PRIMING COAT:

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Ahmedabad Municipal Corporation

2.3.1. A PRIMING COAT OR DISTEMPER PRIME OF APPROVED MANUFACTURE AND SHADE SHALL BE APPLIED OVER THE

PAPERED SURFACE IN CASE OF NEW WORK ON UNDECORATED SURFACE. IF THE DISTEMPER PRIMARING IS DONE ALTER

THE WALL SURFACE DRIES COMPLETELY , THE DISTEMPER PRIMER SHALL BE APPLIED .

2.3.2. APPLICATION OF PRIMER SHALL BE DONE AS UNDER:

THE PRIMER SHALL BE APPLIED WITH A BRUSH ON THE CLEAN DRY AND SMOOTH SURFACE . HORIZONTAL STROKES SHALL

FOE GIVEN FIRST AND VERTICAL STROKES SHALL BE APPLIED IMMEDIATELY AFTERWARDS . THIS ENTIRE OPERATION WILL

CONSTITUTE ONE COAT . THE SURFACE SHALL BE FINISHED AS UNIFORMLY AS POSSIBLE LEAVING NO BRUSH MARKS . I T

SHALL BE ALLOWED TO DRY FOR ATLEAST 48 HOURS BEFORE OIL BOUND DISTEMPER OR PAINT IS APPLIED .

2.3.3. O IL BOUND DISTEMPER IS NOT RECOMMENDED TO BE APPLIED WITHIN SIX MONTHS OF THE COMPLETION OF

2.4. PREPARATION OF OIL BOUND DISTEMPER:

2.4.1. THE DISTEMPER SHALL BE DILUTED WITH WATER OR ANY OTHER PRESCRIBED THINNER IN A MANNER

RECOMMENDED BY THE MANUFACTURE ONLY. S UFFICIENT QUANTITY OF DISTEMPER REQUIRED FOR A DAY ’S WORK

SHALL BE PREPARED .

2.5. A PPLICATION OF DISTEMPER COAT:

2.5.1. FOR UNDECORATED SURFACES , AFTER THE PRIMER COAT IS DRIED FOR AT LEAST 48 HOURS , THE SURFACE SHALL

BE LIGHTLY SAND PAPERED TO MAKE IT SMOOTH FOR RECEIVING THE DISTEMPER, TAKING CARE NOT TO RUB OUT THE

PRIMING COAT . ALL LOOSE PARTICLES SHALL BE DUSTED OFF AFTER RUBBING . MINIMUM TWO COATS OF DISTEMPER

SHALL BE APPLIED WITH BRUSHES IN HORIZONTAL STROKES FOLLOWED IMMEDIATELY BY VERTICAL STROKES WHICH

TOGETHER SHALL CONSTITUTE ONE COAT . THE SUBSEQUENT COATS SHALL BE APPLIED AFTER A TIME INTERVAL OF AT

LEAST 24 HOURS BETWEEN CONSECUTIVE COATS TO PERMIT PROPER DRYING OF THE PROCEEDING COAT . THE FINISHED

SURFACE SHALL BE EVEN AND UNIFORM WITHOUT PATCHES , BRUSH MARKS , DISTEMPER DROPS ETC .

2.5.2. SUFFICIENT QUANTITY OF DISTEMPER SHALL BE MIXED TO FINISH ONE ROOM AT A TIME . THE APPLICATION OF A

COAT IN EACH ROOM SHALL BE FINISHED IN ONE OPERATION AND NO WORK SHALL BE STARTED IN ANY ROOM WHICH

CANNOT BE COMPLETED ON THE SAME DAY .

2.5.3. 15 CM . DOUBLE BRISTLED DISTEMPER BRUSH SHALL BE USED . AFTER DAY ’S WORK BRUSHES SHALL BE

THOROUGHLY WASHED IN HOT WATER SOAP SOLUTION AND HUNG DOWN TO DRY . O LD BRUSHES WHICH ARE DIRTY

AND CAKED ! WITH DISTEMPER SHALL NOT BE USED ON THE WORK .

2.6. PROTECTIVE MEASUREMENTS :

THE SURFACES OF DOORS , WINDOWS , FLOORS , ARTICLES OF FURNITURE ETC. AND SUCH OTHER PARTS OF THE

BUILDINGS AS ARE NOT TO BE DISTEMPERED SHALL BE PROTECTED FROM BEING SPLASHED UPON . SUCH SURFACES

SHALL BE CLEANED OPT DISTEMPER SPLASHES IF ANY.

3.0. MODE OF MEASUREMENTS & PAYMENT:

3.1. PRIMING COAT OF DISTEMPER PRIMER , SCRAPING OF SURFACE SPOILED BY STUNK SOOTS REMOVAL OF OIL AND

GREASE SPOTS , TREATMENT FOR INFECTION OF EFFLORESCES MOULD MOSS , FUNGI , ALGAE AND LITCHEN AND PATCH

REPAIRS TO PLASTER SHALL BE INCLUDED IN THIS ITEM FOR WHICH NOTHING EXTRA SHALL BE PAID .

3.2. ALL THE WORK SHALL BE MEASURED NET IN THE DECIMAL SYSTEM AS IN PLACE SUBJECT TO THE FOLLOWING LIMITS

UNLESS OTHERWISE STATED HEREINAFTER:

(A) DIMENSIONS SHALL BE MEASURED TO THE NEAREST 0.01 M .

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Ahmedabad Municipal Corporation

(B ) AREA IN INDIVIDUAL ITEMS SHALL BE WORKED OUT TO THE NEAREST 0.01 SQ. M . ALL WORK SHALL BE MEASURED

IN SQ . METRE . N O DEDUCTIONS SHALL BE MADE FOR ENDS OF JOINTS , BEAMS , POSTS ETC., AND OPENINGS , NOT

EXCEEDING 0.5 SQ . M . EACH AND NO ADDITION SHALL BE MADE FOR REVEALS, JAMBS , SOFFITS , SILLS ETC . OF THESE

OPENINGS NOR FOR FINISH ALROUND ENDS OF JOINTS, BEAMS, POSTS ETC .

3.3. D EDUCTIONS OF OPENING EXCEEDING 0.5 SQ. M . BUT NOT EXCEEDINGS 3 M . IN EACH SHALL BE MADE AS

FOLLOWS AND NET ADDITION SHALL BE MADE FOR REVEALS, JAMBS , SOFFITS ETC. OF THESE OPENINGS :

(A) WHEN BOTH THE FACES OF WALLS ARE PROVIDED WITH SAME FINISH DEDUCTIONS SHALL BE MADE OR ONE FACE

(B ) W HEN EACH FACE OF WALL IS PROVIDED WITH DIFFERENT FINISH, DEDUCTION SHALL BE MADE FOR THAT SIDE OF

FRAME FOR DOORS , WINDOWS ETC . ON WHICH WIDTH OF REVEAL IS LESS THAN THAT OF THE OTHER SIDE BUT NO

DEDUCTION SHALL BE MADE ON THE OTHER SIDE . WHERE THE WIDTH OF REVEALS ON THE BOTH THE FACES OF WALL

ARE EQUAL , DEDUCTION OF 50% OF AREA OF OPENING OF EACH FACE SHALL BE MADE FROM AREA OF FINISH.

(C) WHEN ONLY ONE FACE OF WALL IS TREATED AND THE OTHER FACE IS NOT TREATED , FULL DEDUCTION SHALL BE

MADE IF THE WIDTH OF THE REVEAL ON TREATED SIDE IS LESS THAN THAT ON UNTREATED SIDES BUT IF THE WIDTH OF

THE REVEAL IS EQUAL OR MORE THAN THAT ON UNTREATED SIDE NEITHER DEDUCTIONS NOT ADDITION TO BE MADE

FOR REVEALS , JAMBS, SOFFITS , SILLS ETC .

3.4. IN CASE OPENING OF AREA EXCEEDING 3 SQ. M . EACH, DEDUCTION SHALL BE MADE FOR OPENINGS BUT JAMBS,

SILLS AND SOFFITS SHALL BE MEASURED .

3.5. NO DEDUCTIONS SHALL BE MADE FOR ATTACHMENTS SUCH AS CASINGS , CONDUITS, PIPES, ELECTRIC WIRING AND

3.6. ITEM INCLUDES REMOVING NAILS, MAKING GOOD HOLES , CRACKS, PATCHES WITH MATERIAL SIMILAR IN

COMPOSITION OF DISTEMPER.

3.7. THE RATE INCLUDES COST OF ALL MATERIALS, LABOURS , SCAFFOLDING, PROTECTIVE MEASURES ETC. INVOLVED IN

ALL THE OPERATIONS DESCRIBED ABOVE. T HIS SHALL ALSO INCLUDE CONVEYANCE , DELIVERY , HANDING , UNLOADING

AND STORING WORK ETC.

3.8. THE RATE SHALL BE FOR A UNIT OF ONE SQ. METRE.

ITEM N O.61 & 62 & A WALL PAINTING (TWO COATS ) WITH PLASTIC EMULSION PAINT OF APPROVED BRAND AND

MANUFACTURE AND OF SHADE REQUIRED ON UNDECORATED WALL SURFACES TO GIVE AN EVEN SHADE, OVER AND

INCLUDING A PRIMING COAT WITH ALKALI RESISTANCE PRIMER OF APPROVED BRAND AND MANUFACTURE AFTER

THOROUGHLY BRUSHING THE SURFACE FREE FROM MORTAR DROPPINGS , AND OTHER FOREIGN MATTER AND ALSO

INCLUDING PREPARING THE SURFACE EVEN AND SAND - PAPERED SMOOTH

WATER SHALL BE CONFIRM TO M-L. THE PLASTIC EMULSION SHALL CONFORM TO I.S. 5411-1969 (PART-I).

2.0. W ORKMANSHIP:

2.1. SCAFFOLDING:

THE RELEVANT SPECIFICATIONS OF ITEM NO. 18.11 PARA 2.1. SHALL BE FOLLOWED .

2.2. PREPARATION OF SURFACE:

Signature of Bidder Page 49 of

Ahmedabad Municipal Corporation

THE RELEVANT SPECIFICATIONS OF ITEM NO. 18.44 PARA 2.2. SHALL BE FOLLOWED .

2.3. PREPARATION OF M IX:

THIS SHALL BE DONE AS PER MANUFACTURERS INSTRUCTIONS . T HE THINNING OF EMULSION IS TO BE DONE WITH

WATER AND NOT WITH TURPENTINE. THE QUANTITY OF THINNER TO BE ADDED SHALL BE AS PER MANUFACTURER

2.4. APPLICATIONS :

2.4.1. BEFORE POURING INTO SMALL CONTAINERS FOR USE, THE PAINT SHALL BE STIRRED THOROUGHLY IN ITS

CONTAINER . WHEN APPLYING ALSO , THE PAINT SHALL BE CONTINUOUSLY STIRRED IN THE SMALLER CONTAINER , SO

THAT ITS CONSISTENCY IS KEPT UNIFORM .

2.4.2. THE PAINT SHALL BE LAID ON EVENLY AND SMOOTHLY BY MEANT OF CROSSING AND LAYING OFF THE CROSSING

AND LAYING OFF CONSIST OF COVERING THE AREA OVER WITH PAINT , BRUSHING THE SURFACE HARD FOR THE FIRST

LIME OVER AND THEN BRUSHING ALTERNATELY IN OPPOSITE DIRECTION TWO OR THREE TIMES AND THEN FINALLY

BRUSHING LIGHTLY IN A DIRECTION AT RIGHT ANGLES TO THE SAME . I N THIS PROCESS , NO BRUSH

MARKS SHALL BE LEFT AFTER THE LAYING OFF IS FINISHED . N O HAIR MARKS FROM THE BRUSH OR CLOGGING OF PAINT

PUDDLES IN THE CORNERS OF PANELS , ANGLES OF MOULDINGS , ETC. SHALL BE LEFT ON THE WORK . THE FULL PROCESS

OF CROSSING AND LAYING OFF WILL CONSTITUTE ONE COAT.

2.4.3. THE PAINT SHALL BE APPLIED WITH BRUSH OR ROLLERS . FOR UNDECORATED SURFACES , THE SURFACE SHALL BE

TREATED WITH MINIMUM TWO COATS OF CEMENT WATER PROOFING PAINT . THE SECOND OR SUBSEQUENT COAT SHALL

NOT BE STARTED UNTIL THE PRECEEDING COAT HAS BECOME SUFFICIENTLY HARD TO RESIST MARKING BY BRUSH BEING

2.4.4. THE SURFACE ON FINISHING SHALL PRESENT A FLAT VELVETY SMOOTH FINISH. IT SHALL BE EVEN AND UNIFORM

IN SHADE WITHOUT PATCHES , BRUSH MARKS , PAINT DROPS ETC .

2.5. PRECAUTIONS :

(A) O LD BRUSHES IF THEY ARE TO BE USED WITH EMULSION PAINTS SHALL BE COMPLETELY DRIED OF TURPENTINE OIL

PAINT BY WASHING IN WARM SOAP WATER . BRUSHES SHALL BE QUICKLY WASHED IN WATER IMMEDIATELY AFTER USE

AND KEPT IMMERSED IN WATER DURING BREAK PERIODS TO PREVENT THE PAINT FROM HARDENING ON THE BRUSH .

(B ) IN THE PREPARATION OF WALL FOR PLASTIC EMULSION PAINTING , NO OIL BASE PUTTIES SHALL BE USED IN FILLING

CRACKS , HOLES ETC.

(C) SPLASHES ON FLOORS ETC. SHALL BE CLEANED OUT WITHOUT DELAY AS THEY WILL BE DIFFICULT TO REMOVE AFTER

(D ) WASHING OF SURFACES TREATED WITH EMULSION PAINT SHALL NOT BE DONE WITHIN 3 TO 4 WEEKS OF

2.6. PROTECTIVE MEASURES :

2.6.1. THE RELEVANT SPECIFICATIONS OF ITEM NO. 18.17. PARA 2.3. SHALL BE FOLLOWED :

3.0. MODE OF MEASUREMENTS & PAYMENT:

3.1. THE RELEVANT SPECIFICATIONS OF ITEM NO. 18.11 SHALL BE FOLLOWED .

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Ahmedabad Municipal Corporation

3.2. THE RATE SHALL BE FOR A UNIT OF ONE SQ. METRE.

ITEM N O.63 A PPLYING PRIMING COAT OVER NEW STEEL AND OTHER METEL SURFACE AFTER AND INCLUDING

PREPARING THE SURFACE BY THROUGHLY CLEANING, OIL ,GREASE , DIRT AND OTHER FOREIGN MATTER AND SCOURED

WITH BRUSHES FINE STEEL WOOD , SCRAPERS AND SAND PAPER WITH READY MIXED PRIMING PAINT BRUSHING RED

Applying priming coat over new steel and other metel surface after and including preparing the surface

by throughly cleaning, oil,grease, dirt and other foreign matter and scoured with brushes fine steel wood,

scrapers and sand paper with ready mixed priming paint brushing red lead.

work should be done asper instruction of engg.in charge.

THE RATE SHALL BE FOR A UNIT OF ONE SQ. METRE .

ITEM N O.64,65,66 PAINTING THREE COATS (EXCL. PRIMING COAT) ON NEW STEEL & OTHER METAL SURFACER

WITH ENAMEL PAINT, BRUSHING, INTERIOR TO GIVE AN EVEN SHADE INCL . CLEANING THE SURFACE OF ALL DIRT, DUST

AND OTHER FOREIGN MATTER.

THE ENAMEL PAINT SHALL CONFORM TO M-44 B.

2.0 W ORKMANSHIP:

2.1.1. THE MATERIALS REQUIRED FOR WORK OF PAINTING WORK SHALL BE OBTAINED DIRECTLY FROM APPROVED

MANUFACTURERS OR APPROVED DEALER AND BROUGHT TO THE SITE IN MAKER’S DRUMS , KEGE ETC . WITH SEAL

2 1.2. ALL MATERIALS NOT IN ACTUAL USE, SHALL BE KEPT PROPERLY PROTECTED , LIDS OF CONTAINERS SHALL BE KEPT

CLOSED AND SURFACE OF PAINT IN OPEN OR PARTIALLY OPEN CONTAINERS COVERED WITH A THIN BE STIRRED

THOROUGHLY IN ITS CONTAINER BEFORE POURING INTO SMALL CONTAINERS . W HILE APPLYING ALSO THE PAINT SHALL

BE CONTINUOUSLY STIRRED IN SMALLER CONTAINER . NO LAYER OF TURPENTINE TO PREVENT FORMATION OF SKIN . T HE

MATERIALS WHICH HAVE BECOME STALE OR FLAT DUE TO IMPROPER AND LONG STORAGE SHALL NOT BE USED . THE

PAINT SHALL LEFT OVER PAINT SHALL BE PUT BACK INTO STOCK TINS. WHEN NOT IN USE , THE CONTAINERS SHALL BE

KEPT PROPERLY CLOSED .

2.1.3. IF FOR ANY SEASONS , THINNING IS NECESSARY , THE BRAND OF THINNER RECOMMENDED BY THE

MANUFACTURER SHALL BE USED .

2.1.4. THE SURFACE TO BE PAINTED SHALL BE THOROUGHLY CLEANED AM .’ DUSTED . ALL RUST, DIRT AND GREASE

SHALL BE THOROUGHLY REMOVED BEFORE PAINTING IS STARTED . NO PAINTING ON EXTERIOR OR OTHER EXPOSED

PARTS OF THE WORK SHALL BE CARRIED OUT IN WET , DAMP OR OTHERWISE UNFAVOURABLE WEATHER AND ALL THE

SURFACES SHALL BE THOROUGHLY DRY BEFORE PAINTING WORK IS STARTED .

2.2. APPLICATION:

2.2.1. BRUSHING OPERATIONS ARC TO BE ADJUSTED TO THE SPREADING CAPACITY ADVISED BY THE MANUFACTURE OF

PARTICULAR PAINT. T HE PAINT SHALL BE APPLIED EVENLY AND SMOOTHLY BY MEANS OF CROSSING AND LAYING OFF .

THE CROSSING AND LAYING OFF CONSISTS OF COVERING THE AREA OVER WITH PAINT , BRUSHING THE SURFACE HARD

Signature of Bidder Page 51 of

Ahmedabad Municipal Corporation

FOR THE FIRST LIME OVER AND THEN BRUSHING ALTERNATELY IN OPPOSITE DIRECTIONS TWO OR THREE TIMES AND

THEN FINALLY BRUSHING LIGHTLY IN DIRECTION AT RIGHT ANGLES TO THE SAME . I N THIS PROCESS , NO BRUSH MARKS

SHALL BE LEFT AFTER THE LAYING OFF IS FINISHED . THE FULL PROCESS OF CROSSING AND LAYING OFF WILL CONSTITUTE

2.2.2. E ACH COAT SHALL BE ALLOWED TO DRY COMPLETELY AND LIGHTLY RUBBED WITH VERY FINE GRADE OF SAND

PAPER AND LOOSE PARTICLES BRUSHED OFF BEFORE NEXT COAT IS APPLIED . EACH COAT SHALL VARY SLIGHTLY IN SHADE

AND SHALL BE GOT APPROVED FROM ENGINEER- IN - CHARGE BEFORE NEXT COAT IS STARTED .

2.2.3. EACH COAT EXCEPT THE LAST COST SHALL BE LIGHTLY RUBBED DOWN WITH SAND PAPER OF FINE PUMICE STONE

AND CLEANED OF DUST BEFORE THE NEXT COAT IS APPLIED . NO HAIR MARKS FROM THE BRUSH OR CLOGGING OF PAINT

PUDDLES IN THE CORNERS OF PANELS ANGLES OF MOULDINGS ETC . SHALL BE LEFT ON THE WORK .

2.2.4. SPECIAL CARE SHALL BE TAKEN WHILE PAINTING OVER BOLTS , NUTS , RIVETS, OVER LAPS ETC. APPROVED BEST

QUALITY BRUSHES SHALL BE USED .

3.0. MODE OF MEASUREMENTS & PAYMENT:

3.1. THE RELEVANT SPECIFICATIONS OF ITEM NO. 19.12 SHALL BE FOLLOWED FOR MODE OF MEASUREMENTS AND

PAYMENT. THE RATE IS EXCLUDING PRIMING COAT .

3.2. THE RATE SHALL BE FOR A UNIT OF ONE SQ. METRE . 19.15. E XTRA OVER ITEM NO. 19.7 AND 19.11 FOR EVERY

SUBSEQUENT COAT OF PAINT .

1.0. MATERIALS & WORKMANSHIP:

1.1. THE RELEVANT SPECIFICATIONS OF ITEM NO. 19.7 SHALL BE FOLLOWED EXCEPT THAT THE WORK OF PAINTING

SHALL BE CARRIED OUT FOR SUBSEQUENT COAT ..

2.0. MODE OF MEASUREMENTS & PAYMENT:

2.1. THE RELEVANT SPECIFICATIONS OF ITEM NO. 19.7 SHALL BE FOLLOWED EXCEPT THAT THE EXTRA RATE SHALL BE

PAID FOR EVERY SUBSEQUENT COAT OF PAINTS APPLIED OVER AND ABOVE THE RATE OF BUILDING SOR, YEAR 2013-

14, P NO. 221, SR. NO.2&4 ITEM NO 19.7+19.1

2.2. THE RATE SHALL BE FOR A UNIT OF ONE SQ. METRE.

ITEM NO.67 PAINTING TWO COATS (EXCLUDING PRIMING COAT) ON NEW WOOD AND WOOD BASED SURFACES WITH

ENAMEL PAINT INTERIOR TO GIVE AN EVEN SHADE INCLUDING CLEANING THE SURFACE OFF ALL DIRT, DUST AND

OTHER FOREIGN MATTER SAND PAPERING AND SLOPPING.

1.0. MATERIALS :

1.1. THE ENAMEL PAINT SHALL CONFORM TO I. S. 133-1975.

2.0. W ORKMANSHIP:

2.1. T HE RELEVANT SPECIFICATIONS OF ITEM NO. 19.7 SHALL BE FOLLOWED FOR GENERAL AND APPLICATIONS OF

PAINT, EXCEPT THAT THE ENAMEL PAINT SHALL BE USED FOR PAINTING ON NEW WOOD / WOOD BASED SURFACES .

Signature of Bidder Page 52 of

Ahmedabad Municipal Corporation

2.2. IN PAINTING DOORS AND WINDOWS THE PUTTY , ROUND THE GLASS PANES ALSO BE PAINTED BUT CARE SHALL BE

TAKEN TO SEE THAT NO PAINT , STAIN ETC. ARE LEFT ON THE GLASS . T OP OF SHUTTERS AND SURFACES IN SIMILAR

HIDDEN LOCATIONS SHALL NOT BE LEFT OUT IN PAINTING .

3.0. MODE OF MEASUREMENTS & PAYMENT:

3.1. THE RELEVANT SPECIFICATIONS OF ITEM NO. 19.12 SHALL BE FOLLOWED, FOR MODE OF MEASUREMENTS AND

PAYMENTS . THE RATE EXCLUDES COST OF PRIMING COAT .

3.2. THE RATE SHALL BE FOR A UNIT OF ONE SQ. METRE.

ITEM NO .77 APPLYING TWO COATS OF BIRLA OR ASIAN ACRYLIC LAPI (PUTTI)AND TWO COATS OF PRIMER OF APPROVED BRAND

AND MANUFACTURE ON NEW WALL SURFACE TO GIVE AND EVEN SHADE INCLUDING THOROUGHLY BRUSHING THE SURFACE FREE

FROM MORTOR DROPING AND OTHER FOREIGN MATTER AND SAND PAPERD SMOOTH.

THE RATE SHALL BE FOR A UNIT OF ONE SQ. METRE.

ITEM NO .78 P AINTING ONE COAT (EXCLUDING PRIMING COAT) ON PREVIOUSLY PAINTED WOOD AND WOOD BASED SURFACES

WITH ENAMEL PAINT TO GIVE EVEN SHADE INCLUDING CLEANING OF ALL DIRT, DUST AND OTHER FOREIGN MATTER.

1.0. M ATERIALS & WORKMANSHIP:

1.1. THE RELEVANT SPECIFICATIONS OF ITEM NO. 19.71 SHALL BE FOLLOWED EXCEPT THAT THE PAINTING WORK SHALL BE CARRIED

OUT ON PREVIOUSLY PAINTED WOOD AND WOOD BASED SURFACES WITH ENAMEL PAINT TO GIVE EVEN SHADE IN ONE COAT WITH

2.0. MODE OF MEASUREMENTS & PAYMENT:

2.1. THE RELEVANT SPECIFICATIONS OF ITEM NO. 19.71 SHALL BE FOLLOWED.

2.2. THE RATE SHALL BE FOR A UNIT OF ONE SQ. METRE.

ITEM NO .80 DEMOLITION INCLUDING STACKING OF SERVICEABLE MATERIALS AND DISPOSAL OR UNSERVICEABLE MATERIALS WITH

ALL LEADS AND LIFTS (I ) RCC W ORK

1.0. WORKMANSHIP:

1.1. THE DEMOLITION SHALL CONSIST OF DEMOLITION OF ONE OR MORE PARTS OF THE BUILDING AS SPECIFIED OR SHOWN IN THE

DRAWINGS . DEMOLITION IMPLIES TAKING UP OR DOWN OR BREAKING UP . THIS SHALL CONSIST OF DEMOLISHING WHOLE OR PART OF

WORK INCLUDING ALL RELEVANT ITEM AS SPECIFIED OR SHOWN IN THE DRAWINGS .

1.2. THE DEMOLITION SHALL ALWAYS BE PLANNED BEFORE HAND AND SHALL BE DONE IN REVERSE ORDER OF THE ONE IN WHICH THE

STRUCTURE WAS CONSTRUCTED. T HIS SCHEME SHALL BE GOT APPROVED FROM THE E NGINEER- IN -CHARGE BEFORE STARTING THE

WORK . THIS HOWEVER WILL NOT ABSOLVE THE C ONTRACTOR FROM THE RESPONSIBILITY OF PROPER AND SAFE DEMOLITION .

1.3. NECESSARY DROPPING, SHORING AND UNDER PINNING SHALL BE PROVIDED FOR THE SAFETY OF THE ADJOINING WORK OR

PROPERTY , WHICH IS TO BE LEFT INTACT , BEFORE DISMENTALING AND DEMOLISHING IS TAKEN UP AND THE WORK SHALL BE CARRIED

OUT IN SUCH A WAY THAT NO DAMAGES IS CAUSED TO THE ADJOINING PROPERTY .

1.4. WHEREVER REQUIRED , TEMPORARY ENCLOSURES OR PARTITIONS SHALL ALSO BE PROVIDER. NECESSARY PRECAUTIONS SHALL BE

TAKEN TO KEEP THE DUST NUISANCE DOWN AS AND WHERE NECESSARY .

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Ahmedabad Municipal Corporation

1.5. DISMANTALING SHALL BE COMMENCED IN A SYSTEMATIC MANNER. ALL MATERIALS WHICH ARE LIKELY TO BE DAMAGED BY

DROPPING FROM A HEIGHT OR DEMOLISHING ROOF , MASONRY ETC . SHALL BE CAREFULLY DISMANTLED FIRST . THE DISMANTLED

ARTICLES SHALL BE PROPERLY STACKED AS DIRECTED.

1.6. AH MATERIALS OBTAINED FROM DEMOLITION SHALL BE THE PROPERTY O . GOVERNMENT UNLESS OTHERWISE SPECIFIED AND

SHALL BE KEPT IN SAFE CUSTODY UN TILL HANDED OVER TO THE E NGINEER- IN -CHARGE .

1.7. ANY SERVICEABLE MATERIALS, OBTAINED DURING DISMANTLING OR DEMOLITION SHALL BE SEPARATED OUT AND STACKED

PROPERLY AS DIRECTED , WITH ALL LEAD AND LIFT . ALL UNSERVICEABLE MATERIALS , RUBBISH ETC . SHALL BE SLACKED AS DIRECTED BY

THE E NGINEER-IN - CHARGE .

1.8. O N COMPLETION OF WORK, THE SITE SHALL BE CLEARED OF ALL DEBRIS RUBBISH AND CLEANED AS DIRECTED.

2.0. MODE OF MEASUREMENTS & PAYMENT:

2.1. MEASUREMENTS OF ALL WORK EXCEPT HIDDEN WORK SHALL BE TAKEN BEFORE DEMOLITION OR DISMANTALING AND NO

ALLOWANCE FOR INCREASE IN BULK SHALL BE ALLOWED. T HE DEMOLITION OF LIME CONCRETE SHALL BE MEASURED UNDER THIS

ITEM. SPECIFICATION FOR DEDUCTION FOR VOIDS , OPENINGS ETC . SHALL BE ON SAME BASIS AS THAT EMPLOYED FOR CONSTRUCTION

2.2. ALL WORK SHALL BE MEASURED IN DECIMAL SYSTEM AS FIXED IN ITS PLACE SUBJECT TO THE FOLLOWING LIMITS , UNLESS

OTHERWISE SLATED HEREINAFTER:

(A) DIMENSIONS SHALL BE MEASURED TO THE NEAREST 0.01 MT.

(B) A REA SHALL BE WORKED OUT TO THE NEAREST 0.01 SQ . ML.

(C ) C UBICAL CONNECTION SHALL BE WORKED OUT TO THE NEAREST 0.01 C U. M.

2.3. THE RATE SHALL INCLUDE COST OF ALL LABOUR INVOLVED AND TOOLS USED IN DEMOLISHING AND DISMANTLING INCLUDING

SCAFFOLDING. T HE RATE SHALL ALSO INCLUDE THE CHARGES FAR SEPARATING OUT AND STACKING THE SERVICEABLE MATERIALS

PROPERLY AND DISPOSING THE UNSERVICEABLE MATERIALS WITH ALL LEAD AND LIFT. THE RATE ALSO INCLUDES FOR TEMPORARY

STORING FOR THE SAFETY OF THE PORTION NOT REQUIRED TO BE PULLED DOWN OR OF ADJOINING PROPERTY AND PROVIDING

TEMPORARY ENCLOSURES OR PARTITIONS WHERE CONSIDERED NECESSARY . T HE RATE EXCLUDES SCRAPING STRAIGHTENING OF

REINFORCEMENT BUT INCLUDES CUTTING OF REINFORCEMENT .

2.4. THE RATE SHALL BE FOR A UNIT OF ONE CUBIC METRE.

ITEM NO .81 DEMOLITION OF BRICK WORK AND STONE MASONRY INCLUDING STACKING OF SERVICEABLE MATERIALS AND

DISPOSAL OF UNSERVICEABLE MATERIALS WITH ALL LEADS AND LIFTS : IN CEMENT MORTAR.

1.0.WORKMANSHIP:

THE RELEVANT SPECIFICATIONS OF ITEM NO. 20.1 (I) SHALL BE FOLLOWED EXCEPT DEMOLITION OF BRICK OR STONE MASONRY IN

CEMENT MORTAR IS TO BE DONE :

2.0. MODE OF MEASUREMENTS & PAYMENT:

2.1. T HE RELEVANT SPECIFICATIONS OF ITEM NO. 20.11 (II) SHALL BE FOLLOWED. T HE UNSERVICEABLE MATERIALS SHALL BE

STACKED AS DIRECTED BY ENGINEER-IN - CHARGE WITH ALL LEADS AND LIFTS .

ITEM NO .82 DISMANTLING TILED OR STONE FLOORS LAID IN MORTAR INCLUDING STACKING OF SERVICEABLE MATERIALS AND

DISPOSAL OF UNSERVICEABLE MATERIALS WITH ALL LEAD AND LIFTS.

1.0. WORKMANSHIP:

1.1. THE RELEVANT SPECIFICATIONS OF ITEM NO. 20.1 (I) SHALL BE FOLLOWED EXCEPT THE DISMANTLING OF TILED OR

STONE FLOORS LAID ON MORTAR SHALL BE DONE . D ISMANTLING IMPLIES CAREFULLY TAKING UP OR DOWN OR THESE ARE FIXED BY

NAIL, SCREWS , BOLTS ETC . THESE SHALL BE TAKEN OUT WITH PROPER TOOLS ..

Signature of Bidder Page 54 of

Ahmedabad Municipal Corporation

2.0. MODE OF MEASUREMENTS & PAYMENT:

2.1. THE SUPPORTING MATERIALS SUCH AS JOINTS, BEAMS IF ANY ETC . SHALL BE MEASURED SEPARATELY, THE RELEVANT

SPECIFICATION OF ITEM NO .20.1

(I) SHALL BE FOLLOWED. THE RATE SHALL INCLUDE STACKING THE UNSERVICEABLE MATERIALS AS DIRECTED WILL LEAD AND LIFT.

Item No. 84: Dismentaling of sheet roofing including ridges, Hips, Valleys, Gutters etc. stacking of

serviceable materilas and disposal of unserviceable materials with all lead and lift.(i) G.I.sheet roofing.

Dismentaling of sheet roofing including ridges, Hips, Valleys, Gutters etc. stacking of serviceable

materilas and disposal of unserviceable materials with all lead and lift.(i) G.I.sheet roofing.

Mode of measurements & payment :

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

ITEM NO .85 & 86 DISMENTLING DOORS, WINDOWS, VENTILATORS ETC. (WOOD OR STEEL ) SHUTTERS INCLUDING CHOWKHATS

ARCHITRAVES, HOLD FASTS AND OTHER ATTACHMENTS ETC. COMPLETE AND STACKING THEM WITHIN AIL LEAD & LIFTS, NOT

EXCEEDING 3 SQ. M. IN AREA.

1.0. WORKMANSHIP:

1.1. THE RELEVANT SPECIFICATIONS OF ITEM NO. 20.1 (I) SHALL BE FOLLOWED EXCEPT THAT THE DOORS, WINDOWS,

VENTILATORS ETC. ( WOOD OR STEEL) SHUTTERS INCLUDING CHOWKHATS , ARCHITRAVES , HOLDFASTS AND OTHER ATTACHMENTS ETC .

ARE TO BE DISMENTLED.

2.0. MODE OF MEASUREMENTS & PAYMENT:

2.1. THE RELEVANT SPECIFICATIONS OF ITEM NO. 20.1 (I) SHALL BE FOLLOWED.

2.2. THE DOORS, WINDOWS, VENTILATORS ETC . NOT EXCEEDING 3 SQ . ML. IN AREA (EACH) INCLUDING SHUTTERS AND CHOWKHATS,

ARCHITRAVE , HOLDFASTS AND OTHER ATTACHMENT TO GRAMES ETC . WILL BE DISMANTLED AND MEASURED UNDER THIS ITEM.

2.3. THE RATE INCLUDES STACKING SERVICEABLE MATERIALS AS AND WHERE DIRECTED WITH ALL LEADS AND LIFTS.

2.4. THE RATE SHALL BE FOR A UNIT OF ONE NUMBER.

Item No. 87: Dismentling barbed wire in fencing including making rolls and also including dismentling

fencing posts including all earth work concrete in base and making good the disturbed ground stacking

useful materials as directed and disposing as directed and disposing of the unserviceable materials with

all lead and lift.

& 88 Dismentling C.I. pipes G.S.W. pipes abd A.C. rain water pipes with fittings and clamps

including stacking the materials with all lead and lift (for any dia, of pipe)

Dismentling barbed wire in fencing including making rolls and also including dismentling

fencing posts including all earth work concrete in base and making good the disturbed ground

stacking useful materials as directed and disposing as directed and disposing of the unserviceable

materials with all lead and lift.

Mode of measurements & payment :

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

Signature of Bidder Page 55 of

Ahmedabad Municipal Corporation

ITEM NO .89 DISMANTLING SANITARY FITTINGS LIKE WASH BASIN . W. C. P AN INDIAN & EUROPEAN TYPE HUSHING TANK, ETC.

INCLUDING STACKING THE MATERIALS WITH ALL LEAD LIFTS .

1.0. WORKMANSHIP:

1.1. THE RELEVANT SPECIFICATIONS OF ITEM NO . 20.23 SHALL BE FOLLOWED EXCEPT THAT THE DISMANTALING WORK OF SANITARY

FITTINGS SUCH AS WASH BASIN , W. C: PAN ( ALL TYPE OF PANS ), FLUSHING TANKS ETC . SHALL BE CARRIED OUT .

2.0. MODE OF MEASUREMENTS & PAYMENT:

2.1. THE RELEVANT SPECIFICATIONS OF ITEM NO. 20.1 (I) SHELL BE FOLLOWED.

2.2. THE -RATE SHALL BE FOR A UNIT OF ONE NUMBER.

Item No. 90 & 91: 90 craping oil paint from steel and other metal surface and making the surface

even (with Hand Scraping.) &

91 Removing & Scrapping of Old deteriorated Plaster of any thickness from Masonary / R.C.C. member

including stacking of serviceable material & disposal of un serviceable from site of work with all lead &

Removing & Scrapping of Old deteriorated Plaster of any thickness from Masonary / R.C.C. member

including stacking of serviceable material & disposal of un serviceable from site of work with all lead &

Mode of measurements & payment :

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

ITEM NO .95 Providing & Fixing in position Fully Panelled / Partly Panelled Partly Glazed / Fully Glazed Alluminium

doors with frame using approved quality anodised extruded alluminium section as approved by Engg. In

charge.(Jindal alluminium )(a) Frame sections 101.6x44.45 mm b) Shutter vertical & top section 83.5x44.45 (wt.

1.31 kg/mt.)( at 1.31 kg/mt) © Shutter bottom section at 114.3 x44.45mm at ( 1.37 kg/mt ) Shutter middle

section at 100x44.3 wt. (1.37 kg/mt ) incl. providing & installing 5 mm thick Glass of standaed quality fixed /

mm thick Laminated sheet with glazing chips (wt. 0.13 kg/ Rmt) in panels etc. comp. as per Detail Given &

direction of engg.in charge.

THIS ITEM SHOULD BE DONE AS PER INSTRUCTION OF ENGG. IN CHARGE.

THE MEASUREMENT SHELL BE ON SQUARE METER.

ITEM NO .96 P ROVIDING & FIXING IN POSITION ALLUMINIUM WINDOW 2/3/4 TRACK SLIDING / FIX TYPE WITH FRAME USING

APPROVED ANODISED EXTRUDED ALLUMINIUM SECTION AS APPROVED BY E NGG. I N CHARGE .(J INDAL ALLUMINIUM ) UNITS

EQUIVALENT. INCLUDING P/F INSTALLING 5 MM THICK CLEAR/ TINTED G LASS OF STANDARD QUALITY ETC.COMP

THIS ITEM SHOULD BE DONE AS PER ENGG. IN CHARGE.

THE MEASUREMENT SHELL BE ON SQUARE METER.

ITEM NO .97 P ROVIDING & FIXING IN POSITION ALLUMINIUM VENTS WITH FRAME USING APPROVED ANODISED EXTRUDED

ALLUMINIUM SECTION AS APPROVED BY ENGG. I N CHARGE .(J INDAL ALLUMINIUM ) UNITS EQUIVALENT FRAME SECTION OF 63.50 X

38.50 MM. (WT. 0.68 KG/RMT ) INCL . P ROVIDING & INSTALLING 5 MM THICK GLASS OF STANDARD QUALITY ETC. COMP .

Signature of Bidder Page 56 of

Ahmedabad Municipal Corporation

THIS ITEM SHOULD BE DONE AS PER ENGG. IN CHARGE.

THE MEASUREMENT SHELL BE ON SQUARE METER.

ITEM NO .101 P ROVIDING AND FIXING 1.20 METRE HIGH TENTING WITH 2 METER LONG M S ANGLE POSTS40MM X 6 MM AND

OIL PAINTING 3 COAST S FIXED AT 2.5 M C/C WITH FIVE HORIZONTAL LINES AND TWO DIAGONALS OF GALVANIZED STEEL BARBED

WIRE WEIGHTING 938 KG PER 100 METER (MIN ) STRAINED AND FIXED TO POSTS WITH GI STAPLES INCLUDING FIXED TO POST IN

GROUND WITH 0.5 M X 0.5 M X 0.5 < BLOCK IN CC 1:5:10 (1 CEMENT , 5 S AND 10 GRADED BRICK AGGREGATE 40 MM

NOMINAL SIZE ) ETC COMPLETE

1.0. MATERIALS :

(1) W ATER SHALL CONFORM TO M-L .

(2) C EMENT SHALL CONFORM TO M-3

(3) SAND SHALL CONFORM TO M -6.

(4) BRICKS BATS AGGREGATE SHALL CONFORM TO M-14.

(5) O IL PAINT SHALL CONFORM TO M-44

(6) BARBED WIRE SHALL CONFORM TO M-78.

2.0. W ORKMANSHIP:

2.1. T HE PITS OF THE SIZE 0.5 M. X 0.5 M. X 0.5 M. SHALL FIRST BE EXCAVATED, TRUE TO LINE AND LEVEL TO RECEIVE THE POST AT

2.5 M. C/C. THE RELEVANT SPECIFICATIONS OF ITEM 4.00.1 SHALL BE FOLLOWED FOR EXCAVATION WORK.

2.2. THE PITS SHALL BE FILLED WITH A LAYER OF 0.15 M. THICK WITH LEAN CONCRETE 1: 5 : 10 (1 CEMENT: 5 SAND: 10 GRADED

BRICK BAT AGGREGATES 40 MM . NOMINAL SIZE ). T HE M. S. ANGLE 40 MM. X 40 MM. X 6 MM . SHALL BE THEN PLACED OVER THE

CONCRETE IN TRUE TO LINE AND PLUMB. T HE REMAINING PORTION OF BLOCK SHALL BE FILLED IN WITH LEAN CONCRETE 1: 5 :10

AND RAMMED PROPERLY SO AS TO FORM TOTAL 0.5 M. X 0.5 M. X 0.5 M. CONCRETE BLOCK . T HE CONCRETE SHALL BE CURED FOR

7 DAYS TO ALLOW IT TO SET.

2.3. T HE BARBED WIRE SHALL BE STRETCHED AND FIXED IN 5 HORIZONTAL ROWS AND TWO DIAGONALS. THE BOTTOM ROW SHALL BE

140 MM. ABOVE GROUND AND THE REST AT 125 MM . CENTRE TO CENTRE. THE DIAGONAL SHALL BE STRETCHED BETWEEN ADJACENT

POSTS FROM TOP WIRE OF ONE POST TO THE BOTTOM WIRE OF 2ND POST . THE WIRES SHALL BE FIXED TO POSTS BY MEANS OF

STAPLES . 2.4. T HE M. S. ANGLE POSTS SHALL BE PAINTED WITH 3 COATS OF OIL PAINT OF APPROVED TINT AND SHADE .

3.0. MODE OF MEASUREMENTS & PAYMENT:

3.1. THE WORK SHALL BE MEASURED FOR THE FINISHED WORK FROM CENTRE TO CENTRE OF THE POSTS.

3.2. THE RATE SHALL INCLUDE THE COST OF ALL LABOUR AND MATERIALS INVOLVED IN THE OPERATIONS DESCRIBED ABOVE.

3.3. THE RATE SHALL BE FOR A UNIT OF ONE RUNNING METRE.

ITEM NO .111 P ROVIDING ERECTIONG & FIXING DOUBLE COATED SUNTEX OR EQUIVALENT PVC. (ISI) WATER TANK OF REQUIRED

CAPACITY EACH WITH ALL NECESSARY FITTINGS AND CONNECTION ETC. COMPLETE ON TERRACE .

PROVIDING ERECTIONG & FIXING DOUBLE COATED SUNTEX OR EQUIVALENT PVC. (ISI) WATER TANK OF REQUIRED CAPACITY EACH

WITH ALL NECESSARY FITTINGS AND CONNECTION ETC . COMPLETE ON TERRACE .

THE RATE SHALL BE FOR A UNIT OF LITRE.

Signature of Bidder Page 57 of

Ahmedabad Municipal Corporation

Item No. 112 To 114: Providing & Fixing To Wall Ceilling And Floor Galvanised M.S. Tubes Medium

Grade Of Following Nominal Bore, Tube Fittings & Clamps Incl. Making Good The Wall Ceiling &

Floor.(a) To (h) dia.

Materials: Galvanized mild steel tubes of specified dia. nominal bore shall conform to I. S. 1239-1968. The

galvanized fittings, clamps, etc. required for specified dia. bore pipes shall be of best quality and make as

approved by the Engineer-in-charge.

Cutting, Laying and Jointing :

When the tubes are to be cut or retheraded, the end shall be carefully filed out so that no obstruction to

bore in offered. The ends of the tubes shall then be threaded conforming to the requirements of I. S. 554-

1955 with pipe dies and taps carefully in such a manner as will not result in slackness of joints when the

two pieces are screwed together.

The taps and dies shall be used only for straightening screw threads which have become bent or

damaged and dies shall not be used for turning of the threads so as to make them slacks as the latter

procedure may not result in watertight joints. The screw threads for tube and fittings shall be protected

form edge unit they are fitted.

In jointing the tubes, the inside of the socket and the screwed end of the tubes shall be oi8led

and smeared with white or red lead an wapping around with a few turn of fine spun yarn round the

screwed end of the tube. The end shall then be tightly screwed in the socket, tees etc. with a pipe

wrench. Care shall be taken that all pipes and fittings are properly jointed so as to make the joints

completely water tight and pipes are kept at all times free from dust, and dirt during fixing. Burr joints

shall be removed after screwing. After laying the open ends of the pipes shall be temporarily plugged to

prevent access of water, soil or any other foreign matter.

Any threads exposed after jointing shall be painted or in the case of underground piping thickly

coated with approved anti-corrosive a paint to prevent corrsion.

Fixing of the tube fitting to wall ceiling and floors :

In case of fixing of tubes and fittings to the walls or ceilings these shall run on the surface of the

wall or ceiling (not in chase) unless otherwise specified. The fixing shall be done by means of standard

pattern, holder clamps keepings the pipes about 15 mm clear of the wall. When it is found necessary to

conceal the pipes and when specified so, chasing may be adopted or pipe fixed in ducts or resesses etc.

provided that there is sufficient space to work on the pipe with usual tools. The pipe shall not ordinarily

be buried in walls or solid floor, where unavoidable, pipes may be buried for short distances provided

that adequate protection is given against damage and where so required joints are not buried. When

required M. S. tube sleave shall be fixed at a palace a pipe is passing through a wall or floor for expansion

and contraction and other movements. In case the pipe is embedded in walls or floors, it should be

painted with anti-corrosive bitumastic paint of approved quality. The pipe should not come in contact

Signature of Bidder Page 58 of

Ahmedabad Municipal Corporation

with lime mortar or lime concrete as the pipe is affected by lime. Under the floors, the pipe shall be laid in

layer of sand filling.

All pipes and fittings shall be fixed truly vertical and horizontal unless unavoidable. The pipes shall

be fixed to walls with standard pattern clamps of required size and shape, one end of which shall be

properly plugged or cemented into walls with cement mortar 1:3(1 cement : 3 coarse sand) and the other

tightened round the pipes to hold it securely. These clamps shall be spaced at regular intervals in straight

length at 2 M C/C interval in horizontal run and 2.5 M. interval in vertical run. For pipe of 15 mm dia. up

to 25 mm. dia. the holes in the walls and floors shall be made by drilling with chisel or jumper and not by

dismantling the brick work or concrete. However for bigger diameter pipes, the holes shall be carefully

made of the smallest required size. After fixing the pipe the holes shall be made good with cement mortar

1:3(1 cement : 3 coarse sand) and properly finished to match the adjacent surface.

Testing of joints :

After laying and jointing the pipes and fittings shall be inspected under working conditions of pressure

and flow. Any joint found leaking shall be redone, and all leaking pipes removed and replaced without

ITEM NO .60 P ROVDG . AND FIXING CAST IRON (SPUUN ) NAHNI TRAP OF THE FOLLOWING NOMINAL DIAMETER OF SELF CLENISING

DESIGN WITH C.I. SCREAD DOWN OR HINGED GRATIING INCL . COST OF CUTTING & MAKING , GOOD THE WALLS AND FLOORS

MM INLET AND 50 MM OUTLET.

1.0. M ATERIALS:

1.1. THE CAST IRON ( SPUN) NAHNI TRAP SHALL BE CONFORM TO M-69. T HE C. I. HINGED OF SCREWED DOWN COVER SHALL BE OF

2.0. WORKMANSHIP:

2.1. THE N AHNI TRAP WITH 100 MM. DIA. INLET AND 50 MM. DIA. OUTLET SHALL BE FIXED AS PER DRAWING OR AS DIRECTED.

2.2. THE N AHNI TRAP SHALL BE JOINTED WITH C. I. PIPE, 75 MM. DIA. WITH LEAD JOINTS. THE LEND JOINTS SHALL BE DONE IN

CONFORMATION WITH I.S.782-1976.

3.0. MODE OF MEASUREMENTS & PAYMENT:

3.1. THE RATE INCLUDES COST OF ALL LABOUR, MATERIALS , TOOLS AND PLANTS ETC . REQUIRED FOR SATISFACTORY COMPLETION OF

THIS ITEM INCLUDING LEAD JOINTING AND TESTING.

Item No.118: Providing & Fixing Water Closet Squatting Pan (Indian Type W.C. Pan) Of Size 580 Mm Incl

Earthwork, Bed Concrete, Foot Rests And For Long Pattern Squatting Pan Water Closed Including Fixing

119 Provdg. & fixing wall mounted White / Color Vitreous China European water closet

with integral P trap of "Cera" - Clair Series or equivalent incl. seat cover , Chair Bracket etc.

complete as per direction of engg. In charge.(N.S.)

Wash down water closet (Anglo Indian type W.C. Pan) shall conform to M-60. Cement mortar shall

conform to M-11.

Signature of Bidder Page 59 of

Ahmedabad Municipal Corporation

Closet shall be fixed to the floor by means of 75 mm. long 6.5 mm. diameter counter sunk bolts and nuts

embedded in the floor concrete using rubber or fibre washers so as not to allow any lateral displacement.

The joint between the trap of W.C. and soil pipe shall be made with C.M. 1 : 1 (1 cement : 1 fine sand)

Mode of measurements & payment :The rate shall include the cost of all labour for fixing pans and seat

and cover, inlet, connections etc. complete including testing the same.

The payment of seat and cover shall be made separately.

The rate shall be for a unit of one number.

Item No. 120: Providing and fixing wsh down water closet (European type, W.C. Pan) with integral P or

S trap including jointing the trap with soil pipe in Cement Mortar 1:1 (1-Cement : 1-fine sand) (Seal and

cover to be measured and paid for separately)(A) vitreous China Pattern :(i) in white colour

121 Provdg. & Fixing Flat Back Large Urinal of White/ colour of "Cera" or " Hindware" incl. C.P. Brass

waste coupline , waste pipe, pvcconnection etc. Complete.( size 635 x395x420 mm )

Providing and fixing wsh down water closet (European type, W.C. Pan) with integral P or S trap including

jointing the trap with soil pipe in Cement Mortar 1:1 (1-Cement : 1-fine sand) (Seal and cover to be

measured and paid for separately)(A) vitreous China Pattern :(i) in white colour

work should be done as per engg.in charge instruction.

The rate shall be for a unit of one number.

Item No. 122: Providing & Fixing Bib/Angle/Stop cock of " EssEss" - Trend series or equivalent standard

make as approved by engg. in charge all complete.

work should be done as per engg.in charge instruction.

The rate shall be for a unit of one number.

Item No.124: Providing and fixing washbasin with single hole for pillar tap with C.I. or M.S. brackets

painted white including sutting holes and making good the same but excluding fittings.(A) Vitreous

China:(ii) Flat Back washbasin 550 mm x v 400mm size. (i) In white colour.

Providing and fixing washbasin with single hole for pillar tap with C.I. or M.S. brackets painted white

including sutting holes and making good the same but excluding fittings.(A) Vitreous China:(ii) Flat Back

washbasin 550 mm x v 400mm size. (i) In white colour.

work should be done as per engg.in charge instruction.

The rate shall be for a unit of one number.

Item No. 125: Providing and fixing Kitchen sink with C.I. or M.S. brackets, painted white including

cutting holes in walls and making good the same but excluding fittings. (C) Vitreous China Sink.(i)

600mm x 450mm x 150mm size

Signature of Bidder Page 60 of

Ahmedabad Municipal Corporation

Providing and fixing Kitchen sink with C.I. or M.S. brackets, painted white including cutting holes in walls

and making good the same but excluding fittings. (C) Vitreous China Sink.(i) 600mm x 450mm x 150mm

work should be done as per engg.in charge instruction.

The rate shall be for a unit of one number.

Item No. 126: Provdg. & fixing 600mm x 450 mm Bevelled edge mirror of superior glass mounted of .6

mm th. A.C. sheet or plywood sheet and fixed to wooden pluge with C.P. brass screws and washers.

work should be done as per engg.in charge instruction.

The rate shall be for a unit of one number.

Item No. 127: Provdg. & fixing chromium plated brass flush cock with lever of " EssEss"- Trend series or

equivalent make incl.fixing in pipe etc. comp.as per dir. Of engg. In chaarge.

work should be done as per engg.in charge instruction.

The rate shall be for a unit of one number.

Item No. 130: Provdg. & fixing C.P..Brasstowal rail complete with C.P. brass brackets fixed to wooden

plugs with C.P. Brass screws.(600 mmx 20 mm size)

work should be done as per engg.in charge instruction.

The rate shall be for a unit of one number.

Item No.133 & 138: Providing & Fixing Screw Down Bib Taps Of Brass Screw Down Bib Tap Polished

134 Providing and fixing screw down bib taps of following size. (B) Brass chromium plated screws

135 providing and fixing screw down bib taps of following size. © Gun metal screw down bib tap.

136 Providing and fixing pillar tap, capstan head, screw down high pressure with screws,

shanks and back nuts.

137 Providing and fixing Gun metal check or non-return fullway wheel valve.

138 Providing and fixing chromium plated brass half trun flush cock of approved quality including

fixing in pipe line etc. complete.

15 mm. dia. brass screw down with bright polished finish shall conform to I.S. 781-1977. The bib cock

shall be best Indian make and quality.

Signature of Bidder Page 61 of

Ahmedabad Municipal Corporation

The screw down bib cock 15 mm. dia. as specified above shall be fixed as directed. The threaded portion

shall be smeared with white or red lead and around with a few turns of fine spun yarn round the screwed

end of the pipe. The bib cock shall be than screwed and fixed to water tight position.

Mode of measurements & payment :

The rate includes cost of all labour, materials, tools and plant etc. required for satisfactory completion of

The rate shall be for a unit of one number.

Item No. 139 & 140: Providing and fixing Urinal of approved quality including connection with trap and

with integral longitudinal flush pipe.(A) Squating plate pattern white earthenware 550mm x 300mm.

work should be done as per engg.in charge instruction.

The rate shall be for a unit of one number.

Item No.142 & 143: Providing & Fixing Ball Cock Of Approved Quality As Directed.

Providing and fixing ball cock ofapproved quality as directed. (A) Copper Metal (i) 25mm dia.

143 Providing and fixing ball cock ofapproved quality as directed. Abonite 25 Mm Dia.

Providing & fixing ball cock of approved quality as directed. Abonite 25 mm dia. as per instructions of

Engg in charge.

The rate shall be for a unit of one numbe

ITEM NO .145 T O 149 P ROVING ,LAYINAND JOINTING IN TRUE LINE AND LAVEL UPVC PIPE (SCH -40)OF FOLLOWING DIA

INCLUDING FITTINGS OF STANDARD MAKE AS APPROVED BY ENGINEER IN CHARGE PIPE SHALL BE FIXED ON THE WALL WITH THE

HELP OF CLAMPS AT EVERY 2000 MM CENTER TO CENTER OR SHALL BE CONCEALED AS DIRECTED INCLUDING NECESSARY FITTINGS

ETC. INCLUDING TESTING OF PIPE AND JOINTS AND FIXING THE SAE WITH ADHESIVE SOLVENT ,INCLUDING COST OF ALL MATERIALS

UPVC PIPES OF SPECIFIED DIA. O F APPROVED I.S. MAKE. THE UPVC PIPE FITTINGS ETC . REQUIRED FOR SPECIFIED DIA. BORE PIPES

SHALL BE OF BEST QUALITY AND MAKE AS APPROVED BY THE ENGINEER- IN -CHARGE .

C UTTING, LAYING AND JOINTING:

WHEN THE TUBES ARE TO BE CUT & JOINTED WITH APPROVED SOLUTION AND TAPS CAREFULLY IN SUCH A MANNER AS WILL NOT

RESULT IN SLACKNESS OF JOINTS WHEN THE TWO PIECES ARE JOINED TOGETHER. IN JOINTING THE TUBES , C ARE SHALL BE TAKEN THAT

ALL PIPES AND FITTINGS ARE PROPERLY JOINTED SO AS TO MAKE THE JOINTS COMPLETELY WATER TIGHT AND PIPES ARE KEPT AT ALL

Signature of Bidder Page 62 of

Ahmedabad Municipal Corporation

TIMES FREE FROM DUST, AND DIRT DURING FIXING . BURR JOINTS SHALL BE REMOVED AFTER SCREWING. A FTER LAYING THE OPEN

ENDS OF THE PIPES SHALL BE TEMPORARILY PLUGGED TO PREVENT ACCESS OF WATER, SOIL OR ANY OTHER FOREIGN MATTER.

FIXING OF THE TUBE FITTING TO WALL CEILING AND FLOORS:

IN CASE OF FIXING OF TUBES AND FITTINGS TO THE WALLS OR CEILINGS THESE SHALL RUN ON THE SURFACE OF THE WALL OR CEILING

(NOT IN CHASE) UNLESS OTHERWISE SPECIFIED. THE FIXING SHALL BE DONE BY MEANS OF STANDARD PATTERN, HOLDER CLAMPS

KEEPINGS THE PIPES ABOUT 15 MM CLEAR OF THE WALL . W HEN IT IS FOUND NECESSARY TO CONCEAL THE PIPES AND WHEN

SPECIFIED SO , CHASING MAY BE ADOPTED OR PIPE FIXED IN DUCTS OR RECESSES ETC . PROVIDED THAT THERE IS SUFFICIENT SPACE TO

WORK ON THE PIPE WITH USUAL TOOLS . T HE PIPE SHALL NOT ORDINARILY BE BURIED IN WALLS OR SOLID FLOOR, WHERE

UNAVOIDABLE , PIPES MAY BE BURIED FOR SHORT DISTANCES PROVIDED THAT ADEQUATE PROTECTION IS GIVEN AGAINST DAMAGE

AND WHERE SO REQUIRED JOINTS ARE NOT BURIED. W HEN REQUIRED M. S. TUBE SLEAVE SHALL BE FIXED AT A PALACE A PIPE IS

PASSING THROUGH A WALL OR FLOOR FOR EXPANSION AND CONTRACTION AND OTHER MOVEMENTS . . UNDER THE FLOORS , THE PIPE

SHALL BE LAID IN LAYER OF SAND FILLING. ALL PIPES AND FITTINGS SHALL BE FIXED TRULY VERTICAL AND HORIZONTAL UNLESS

UNAVOIDABLE . THE PIPES SHALL BE FIXED TO WALLS WITH STANDARD PATTERN CLAMPS OF REQUIRED SIZE AND SHAPE , ONE END OF

WHICH SHALL BE PROPERLY PLUGGED OR CEMENTED INTO WALLS WITH CEMENT MORTAR 1:3(1 CEMENT : 3 COARSE SAND) AND THE

OTHER TIGHTENED ROUND THE PIPES TO HOLD IT SECURELY . T HESE CLAMPS SHALL BE SPACED AT REGULAR INTERVALS IN STRAIGHT

LENGTH AT 2 M C/C INTERVAL IN HORIZONTAL RUN AND 2.5 M. INTERVAL IN VERTICAL RUN . FOR PIPE OF 15 MM DIA. UP TO

MM . DIA. THE HOLES IN THE WALLS AND FLOORS SHALL BE MADE BY DRILLING WITH CHISEL OR JUMPER AND NOT BY DISMANTLING

THE BRICK WORK OR CONCRETE . H OWEVER FOR BIGGER DIAMETER PIPES , THE HOLES SHALL BE CAREFULLY MADE OF THE SMALLEST

REQUIRED SIZE . AFTER FIXING THE PIPE THE HOLES SHALL BE MADE GOOD WITH CEMENT MORTAR 1:3(1 CEMENT : 3 COARSE SAND)

AND PROPERLY FINISHED TO MATCH THE ADJACENT SURFACE .

TESTING OF JOINTS:

AFTER LAYING AND JOINTING THE PIPES AND FITTINGS SHALL BE INSPECTED UNDER WORKING CONDITIONS OF PRESSURE AND FLOW.

ANY JOINT FOUND LEAKING SHALL BE REDONE, AND ALL LEAKING PIPES REMOVED AND REPLACED WITHOUT EXTRA COST. THE PIPES

AND FITTINGS AS THEY ARE LAID SHALL BE TESTED TO HYDRAULIC PRESSURE OF 6 K G/SQ . CM . T HE PIPE SHALL BE SLOWLY AND

CAREFULLY CHARGED WITH WATER ALLOWING ALL AIR TO ESCAPE AND AVOIDING ALL SHOCK AND WATER HAMMER. T HE DRAW OFF

TAKES AND STOP COCK SHALL THEN BE CLOSED AND SPECIFIED HYDRAULIC PRESSURE SHALL BE APPLIED GRADUALLY . T HE PRESSURE

GAUGE MUST BE ACCURATE . T HE PIPES AND FITTINGS SHALL BE TESTED IN SECTIONS AS THE WORK OF LAYING PROCEEDS KEEPING THE

JOINTS EXPOSED FOR INSPECTION DURING THE TESTING .

MODE OF MEASUREMENTS AND PAYMENT:

THE DESCRIPTION OF EACH ITEM SHALL UNLESS OTHERWISE STATED, BE HELD TO INCLUDE WHERE NECESSARY, CONVEYANCE, AND

DELIVERY , HANDLING UNLOADING, STORING FABRICATION , HOISTING, ALL LABOUR FOR FINISHING TO REQUIRED SHAPE AND SIZE ;

TESTING , FITTING IN POSITION , STRAIGHT , CUTTING AND WASTE , RETURN OF PACKING ETC .

THE LENGTH SHALL BE MEASURED ON RUNNING METER BASIS OF FINISHED WORK. THE LENGTH SHALL BE TAKEN ALONG THE CENTER

LINE OF THE PIPE AND FITTINGS . THE PIPES FIXED TO WALLS , CEILING, FLOORS ETC SHALL BE MEASURED AND PAID UNDER THIS ITEM .

ALL THE WORK SHALL BE MEASURED IN DECIMAL SYSTEM AS FIXED IN ITS PLACE, SUBJECT TO TOLERANCE GIVEN BELOW UNLESS

OTHERWISE STATED : D IMENSION SHALL BE MEASURED TO THE NEAREST 0.01 METER

AREA SHALL BE WORKED OUT TO THE NEAREST 0.01 SQ . METER. ALL MEASUREMENTS OF CUTTING SHALL UNLESS OTHERWISE

STATED BE HELD TO INCLUDE THE CONSEQUENT WASTE . IN CASE OF FITTING OF UNEQUAL BORE , THE LARGEST BORE SHALL BE

MEASURED FOR THE TEST . T ESTING OF PIPE LINES FITTINGS AND JOINTS INCLUDE FOR PROVIDING ALL PLANT AND APPLIANCES

NECESSARY FOR OBTAINING ACCESS TO THE WORK TO BE TESTED AND CARRYING OUT THE TESTS .

THE RATE INCLUDES GALVANIZED STEEL TUBING WITH SCREWED SOCKET JOINTS, TOGETHER WITH ALL FITTINGS ( SUCH AS BENDS,

SOCKETS , SPRINGS , ELBOWS , TEES , CROSSES , SHORT PIECES , CLAMPS AND PLUGS UNIONS ETC.) AND FIXING COMPLETE WITH

CLAMPING WALL -HOOKS , WOODEN PLUGS ETC AND ALSO CUTTING ,SCREWING AND WASTE AND FOR MAKING FORGED (OR HAND

MADE ) BENDS ON PIPING AS REQUIRED. C ONNECTOR SHALL BE INSERTED , WHERE REQUIRED OR DIRECTED. T HE RATE ALSO INCLUDES

CUTTING THROUGH WALLS , FLOORS ETC . AND THEIR MAKING GOOD AND PAINTING EXPOSED THREADS WITH ANTI CORROSIVE PAINT

AS ABOVE AND TESTING . WHERE TUBES ARE TO BE FIXED TO WALL, CEILING AND FLOORING , THE RATE SHALL NOT INCLUDE PAINTING

OF PIPES , PROVIDING SLEEVES AND SAND FILLING UNDER FLOOR FOR WHICH SEPARATE PAYMENT SHALL BE MADE . THE RATE SHALL BE

FOR A UNIT OF ONE RUNNING METER.

Signature of Bidder Page 63 of

Ahmedabad Municipal Corporation

ITEM NO .152 P ROVIDING & FIXING 3 MM THICK F.R.P.SHEET OF APPROVED Q UALITY & C OLOR / P ATTERN AS PER

CONSULTANT'S DESIGN ALSO INCLUDES REQUIRED FABRICATION STRUCTURE IN THE GRID OF 2'-0X 2'-0 SIZE USING HOLLOW PIPE

OF 16 GAUGE & SIZE 2"X 1" & 1"X 1",G.I. & B ITUMEN WASHERS ,SILICON PASTE APPLICATION FOR FIXING THE SHEET.R ATE ALSO

INCLUDE NECESSARY BENDING,CUTTING,LABOUR CHARGES ,ZINC P RIMER COAT & TWO COATS OF OIL PAINTING OF COLOR AS

APPROVED BY CONSULTANTS & MAKING GOOD THE WALL .

work should be done as per instruction of engg. in charge.

MODE OF MEASUREMENT SHALL BE SQUARE METER. BASIC

ITEM NO .153 P ROVIDING 2 MM THICK F.R.P.GUTTER WITH NECESSARY M.S.SUPPORTING BRACKETS.(

MODE OF MEASUREMENT SHALL BE RUNNING METER. BASIC

ITEM NO .157 P ROVIDING & FIXING DOOR CLOSER-COMPLETE OF APPROVED MAKE TO WOODEN / ALLUMINIUM DOORS AS PER

DIRECTION OF ENGG. IN CHARGE .

PROVIDING & FIXING DOOR CLOSER-COMPLETE OF APPROVED MAKE TO WOODEN / ALLUMINIUM DOORS AS PER DIRECTION OF

ENGG. IN CHARGE .

The rate shall be for a unit of one Nos

ITEM NO .158 P ROVIDING AND FIXING M.S. FAN CLAMPS OF SHAPE AND SIZE AS SPECIFIED IN EXISTING R.C.C. SLAB INCLUDING

CUTTING CHASE AND MAKING GOOD.

work should be done as per instruction of engg. in charge.

MODE OF MEASUREMENT SHALL BE NO. B ASIC

Item No. 159: Providing Cement Vata (10 Cms X 10 Cms) Size Quarter Round In Cement Mortar 1:1

Including Near Cement Finishing, Watering Etc. Complete.

Water shall conform to M-12 . Cement mortar shall conform to M-11.

The work of cement vata of 10 cms. x 10 cms. size shall be carried out at junctions of parapets

and terraces as directed. The vata shall be finished in quarter round shape. The work shall be

carried out in the best workman like manner. The inter portion of rain water pipe shall be rounded

off properly during constructing the vata. The work shall be cured for 7 days.

Mode of measurements & payment :

The work shall be measured for finished item in running meter.

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

Item No. 160: Making Water connection from exi.Muni. Water line

Trail pit for Existing water line above conncetion work should be done as per engg.in charge instruction.

The rate shall be for a unit of one number.

ITEM NO .161 P ROVIDING AND APPLYING FIBERE REINFORCED CEMENTITIOUS MICRO CONCRETE WORK IN CELLINGS AND BEAMS

INCL . MIXTURE OF CEMSCREED HM (F) FAIR MATE COMPANY MATERIAL , FBR BONDING AGENT MATERIAL WITH WATER IN

SUITABLE PROPORTION ANTI CORROSIVE TREATMENT ON EXPOSED BEAM, CELLING STEEL BARS WITH SAFE CORE R INCL . ALL KIND OF

LABOUR ETC. COMP. INCLUDING THREE COAT OF WHITE WASH. PROVIDING AND APPLYING FIBRE REINFORCED CEMENTATIONS

Signature of Bidder Page 64 of

Ahmedabad Municipal Corporation

MICRO CONCRETE WORK IN CELLINGS AND BEAMS INCL . MIXTURE OF CEMSCREED HM (F) FAIR MATE COMPANY MATERIAL , FBR

BONDING AGENT MATERIAL WITH WATER IN SUI TABLE PROPORTION ANTI CORROSIVE TREATMENT ON EXPOSED BEAM,CELLING

STEEL BARS WITH SAFE C ORE R INCL .ALL KIND OF LABOUR ETC. COMP. INCLUDING THREE COAT OF WHITE WASH.

MODE OF MEASUREMENT SHALL BE SMT. B ASIC

Item No 163 a & B (a)Providign thermo Mechanically treated bars (RNT EARS) confirming to IS 1786/FC 415 for

R.C.C works includings bendings, binding and placing in position complete upto floor two level.

(b) ProvidingTMTBarFE500/500Dreinforcement for R.C.C.workincluding bending,binding and

placing in position complete upto floor two level placing in position complete upto floor two level

placing in position complete upto floor two level

The work shall consist of furnishing and placing reinforcement to the shape and dimensions shows

as on the drawings or as directed. Steel shall be clean and free from rust and loose mill scale at the

time of fixing in position and subsequent concreting. Reinforcing steel shall conform accurately to

the dimensions given in the bar bending schedules shown on relevant drawings. Bars shall be bent

cold to specified shape and dimensions or as directed using a proper bar bender, operated by hand

or power to attain proper radius of bends. Bars shall not be bent or straightened in a manner that

will injure the material. Bars bent during transport or handling shall be straightened before being

used on the work. They shall not be heated to facilitate bending. Unless otherwise specified, a ‘U’

type hook at the end of each bar shall invariably be provided to main reinforcement. The radius of

the bend shall not be less than twice the diameter of the round bar and the length of straight part

of the bar beyond the end of the curve shall be at least four times the diameter of the round bar. In

case of bars, which are not round, and in case of deformed bars, the diameter shall be taken as the

diameter of circle having an equivalent effective area. The hooks shall be suitably encased to

prevent any splitting of the concrete. All the reinforcement bars shall be accurately placed in exact

position shown on the drawing and shall be securely held in position during, metal hangers,

supporting wires or other approved devices at sufficiently close intervals,. Bars shall not be allowed

to sag between supports nor displaced during concreting or any other operations of the work. All

devices used for positioning shall be of non-corrodible material. Wooden and metal supports shall

no extend to the surface of concrete, except where shown on drawings. Placing of broken stone or

brick and wooden blocks shall not be allowed. Pieces of broken stone or brick and wooden blocks

shall not be used. Spacer bars, precast mortar blocks or other approved devices, shall separate

layers of bars. Reinforcement after being placed in position shall be maintained in a clean condition

until completely embedded in concrete. Special care shall be exercised to prevent any displacement

of reinforcement in concrete already placed. To prevent reinforcement from corrosion, concrete

cover shall be provided as indicated on drawings. All the bars producing from concrete and to which

other bars are to be spliced and which are likely to be exposed for a period exceeding 10 days shall

be protected by a thick coast of neat cement grout. Bars crossing each other where required shall

be secured by binding wires (annealed) of size not less than 1 mm in such manner that they do not

slip over each other at the time of fixing and concreting.

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

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

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

Signature of Bidder Page 65 of

Ahmedabad Municipal Corporation

by concrete between them. Where not feasible, overlapping bars shall be bound with annealed

wires not less than 1 mm thick twisted tight. The overlaps shall be staggered for different bears and

located at points along the span where neither shear nor bending movement is maximum.

Whenever indicated on the drawings or desired by the Engineer-in-charge, bars shall be joined by

couplings, which shall have a cross-section sufficient to transits the full stresses of bars. The ends of

the bars that are joined by coupling shall be upset for sufficient length so that the effective cross

section at the base of threads is not less than normal cross-section of the bar. Threads shall be

standard threads. Steel for coupling shall conform to I.S. 226 When permitted or specified on the

drawings, joints of reinforcement bars shall be butt-welded so as to transmit their full stresses.

Welded joints shall preferably be located at points when steel will not be subject to more than

percent of the maximum permissible stresses and welds so staggered that at any one section not

more than 20 percent of the rods are welded. Only electric are welding using a process which

excludes air from the molten metal and conforms to any or all other special provisions for the work

shall be accepted. Suitable means shall be provided for holding bars securely in position during

welding. It shall be ensured that no voids are left in welding and when welding is done in two or

three stages, previous surface shall be cleaned properly. Ends of the bars shall be cleaned of all

loose scale, rust, grease, paint and other foreign matter before welding. Only competent welders

shall be employed on the work. the M.S. electrodes used for welding shall conform to I.S.

Welded pieces of reinforcement shall be tested. Specimen shall be taken from the actual site and

their number and frequency of test shall be as directed.

Mode of measurement and payment :

For the purpose of calculation consumption, wastage shall not be permitted beyond 5 percent

Excess consumption over 5 % will be charged at penal rate Reinforcement shall be measured in

length including overlaps, separately for different diameters as actually used in the works. Where

welding or coupling is resorted to in place of lap joints such joints shall be measured for a pimento

as equivalent length of overlap as per design requirement. From the length so measured, the weight

of reinforcement shall be calculated in tones on the same basic of as per M-18 even though steel is

supplied to the contractor by the department on actual weight Length shall include hooks at the

ends. Wastage and annealed steel wire for binding shall not be measured and the cost of these

items shall be deemed to be included in the rate for reinforcement.

The rate shall be for a unit One Kg.

ITEM NO .162 P ROVIDING AND FIXING 1 H.P. ELECTRICAL MONOBLOCK OR SUBMARCIBLE WATER PUMPS WITHMOTOR AND

REQUIRED CABLE AND SWITCH BOARD OF APPROVED BRAND AND MAKE ETC. COMP. AS DIRECTED .

PROVIDING AND FIXING 1 H.P. ELECTRICAL MONOBLOCK OR SUBMARCIBLE WATER PUMPS WITHMOTOR AND REQUIRED CABLE AND

SWITCH BOARD OF APPROVED BRAND AND MAKE ETC .COMP . AS DIRECTED .

THE RATE SHALL BE FOR A UNIT OF ONE NO .

ITEM NO .165 C ONVEYANCE CHARGES OF LIME, MURRUM , BUILDING, RUBBISH, MANURE OR SLUDGE AND EXCAVATED ROCK AND

LIME, MURRUM, BUILDING RUBBISH

Signature of Bidder Page 66 of

Ahmedabad Municipal Corporation

ALL THE SURPLUS EARTH ETC. SHALL BE CARRIED AWAY IMMEDIATELY FROM THE SITE OF WORK TO A PLACE WITHIN 5 KM. LEAD OR

AS DIRECTED AND ORDERED BY THE ENGINEER-IN -CHARGE , SO AS NOT TO CAUSE ANY INCONVENIENCE TO THE PUBLIC /TRAFFIC . T HE

C ORPORATION SHALL CARRY OUT THE WORK BY ANY OTHER AGENCY AT THE CONTRACTOR’S RISK AND COST. IF THE INSTRUCTIONS

ARE NOT COMPLIED WITHIN 24 HOURS FROM THE DATE OF ORDER TO CART THE SURPLUS MATERIALS AND CLEAR THE SITE . THE SAID

WORK SHALL BE CARRIED OUT BY THE MUNICIPAL CORPORATION AT THE RISK AND COST OF THE CONTRACTOR AND NO CLAIM OR

DISPUTE SHALL BE ENTERTAINED IN THIS RESPECT .

IF THE FILLING IN TRENCHES AFTER SETTLEMENT OF THE EARTH FILLING IN TRENCHES IS REQUIRED TO BE DONE THE SAME SHALL BE

CARRIED OUT BY THE CONTRACTOR WITHOUT ASKING ANY EXTRA RATE . T HE CONTRACTOR SHALL HAVE TO CART THE SURPLUS EARTH

AFTER THE TRENCHES ARE WELL WATERED. T HE RATE OF CARTING INCLUDES CARTING OF BRICK BATS , METAL, RUBBLE VEGETABLE

AND GARBAGE , IF NECESSARY TO CLEAR THE ROAD SURFACE .

THE RATE SHALL BE FOR UNIT OF CMT.

ITEM NO .169 P ROVIDING, MANUFACTURING, FIXING CHAINLINK JALI 8'.0" X 4'.0" AS PER DETAILED SKETCH & INSTRUCTION OF

ENGINEER IN -CHARGE SAME AS LAL DARWAJA GARDEN PATTERN CONSISTING OF 3" DIA MS PIPE A CLASS 2'.8" HEIGHT FIXED AT

8'.9" IN CC (1:2:4) BLOCK OF 9" X 9" X

PROVIDING, MANUFACTURING, FIXING CHAINLINK JALI 8'.0" X 4'.0" AS PER DETAILED SKETCH & INSTRUCTION OF ENGINEER IN-

CHARGE SAME AS L AL D ARWAJA GARDEN PATTERN CONSISTING OF 3" DIA MS PIPE A CLASS 2'.8" HEIGHT FIXED AT 8'.9" IN CC

(1:2:4) BLOCK OF 9" X 9" X

2.0. MODE OF MEASUREMENTS & PAYMENT:

2.2. THE RATE SHALL BE FOR A UNIT OF ONE R. METRE.

WORK SHOULD BE DONE AS PER INSTRUCTION OF ENGG . IN CHARGE .

Item No. 180: Provdg. & laying S.W. Gully trap with C.I. garting brick masonry chamber & water tight

C.I. cover with frame of 300 mm x 300 mm size ( inside) with standard weight.sqare mouth trap size

150 x100 mm P trap

work should be done as per engg.in charge instruction.

The rate shall be for a unit of one number.

Item no-181 & 182 P/L jointing glazed stone ware pipe incld.excavation up to 2.00 mt. refilling

trasportating pipe to work site on loading lowering in trenches laying and jointindg such as

cement, sand,hemp,bitumen as directed,testing the pipe line to a hand of 1.50mt. and hydroid

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

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

instruction) contractor shall have introduce bills for standard pipes.

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

dispend in hot asphalt and caulking tools. The hydraulic pressured test shall be given be the

contractor for testing pipes and jointing. No. trenches shall be filed without the approval of the

Engineer in charge. The rate of the pipes work are inclusive of excavation and refilling. The

excavation etc. shall be done as follows :

Signature of Bidder Page 67 of

Ahmedabad Municipal Corporation

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

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

excavation shall be commenced at the down stream end of the sewer and be continued upto the

gradient as directed. The trench shall not open more than 60 meters in advace of the completed

sewer only when directed by the Engineer in charge looking to

The progress of the work in obtaining the formation of the bottom of the trenches the

usual methods of suing sight rails and bonning roads shall be adopted during the whole of the

process. The center line of uniform height shall be carried clearly on each rail. The depth of the

excavation and invert of the sewer shall be checked by means of bonning road of appropriate

length and also straight edge. The bed of the trench be shall well remmed before starting laying of

sewer lines and cement concrete and masonary work.

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

of shorting work looking to the nature of soil near big or important structures, the sides of the

trenchesshall be closely and securely timbered. If any settlement of the building is anticipated the

timbering shall be left in the ground. The various materials excavated shall be separately stacked so

that in refilling the may be relaid on the same order as before and least possible damage shall be

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

carpet shall be kept on one side and preserved for reinstatement. The excavated earth shall not

heaped near the trenchers so as to caused unnecessary obstruction along the pulling inspection,

trenches etc. shall be tunneled under only as necessary. The side of the trenches shall be nearly

vertical and plumb & red light shall be placed at each end at intervals as instructed and further

protested by rope fence. Necessary caution boards shall also be erected and diaced as directed by

the Engineer in charge.

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

nearer than 3 meters from the outer edge of the excavated trench. The utmost shall have to be

taken in refilling the trenches so that no damage may be done no sewer no lump shall be allowed

to be put around the sewer. The remming of the filling shall be done and well watered. The surplus

earth shall be removed directed within 30 meters lead. The measurement of the work shall be

exact length and width of the trench as specified or as per City Engineer instruction and depth shall

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

of extra excavation on either side if considers necessary for the safely of the work.

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

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

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